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HomeMy WebLinkAboutSDP200800086 Calculations Final Site Plan and Comps. 2009-05-20 wi%u111cwuU VitOir ill I. &Ten BRIDGE SOLUTIONS INC. CON/SPAN® UNIT, FOUNDATION, HEADWALL, AND WINGWALL CALCULATIONS CONTECH BRIDGE SOLUTIONS PROJECT #52152 WILLOW GLEN CHARLLOTTESVILLE, VIRGINIA DATE: MAY 12, 2009 ny1 . o iG . 1��,. . PHILIP 7, ALAN CREAMER Lic. No.45345 ©2007 CONTECH Bridge Solutions Inc. 9025 Centre Pointe Drive,Suite 400 West Chester, Ohio 45069 _ _ (513)645-7 7000 Eriam `� ••, ` �+= = Fax: (800)345-2102 513)CONSTRUCTION PRODUCTS INC. www.contech-cpi.com Review of CON/SPAN® Bridge Design Procedure The first step in a design, assuming the span, rise, and cover given, is to determine the lateral distribution of the live load per AASHTO specifications. The assumed width of the structure is one inch for analysis purposes. The load is then applied as a concentrated load at various nodes along the span of the structure. The tool used for analysis of the soil-structure interaction is the CANDE program. A distinct mesh is developed for each span and changed accordingly for the various rises and heights of cover. All live loads and the weight of cover material are input as factored loads so that the design is an ultimate design check. The final computed safety factors are compared to the reciprocal of the 0 factors used in ultimate design. The CANDE program describes a structure surrounded by the soil elements The analysis is an iterative process modeling the various stages of construction. The soil descriptions used are an inelastic model as developed by Duncan. The actual description of the soil model used in our typical analysis is described in the enclosed recommendation by Dr. Michael Katona a nationally recognized expert in the field of soil structure interaction. These recommendations are based on our specific application and specifications. CON/SPAN® has already demonstrated many times over its usefulness and economy. We hope that you will have time to review our design calculations and comment accordingly • 6E8U G NI6CII �COIVESF�EMS hum 1: TONE ;� xr Kruu non gq«SYSTEMS arch^yxro�. E- �� ARR40RTEC August 10, 1987 Mr. William Lockwood CON/SPAN® Bridge Systems 1563 East Dorothy Lane Dayton, Ohio 45429 Dear Bill: After thoroughly reviewing all structural design aspects of your CON/SPAN® Bridge Systems, I am confident that the design concept is well conceived and provides a safe and structurally robust installation. My judgment is based on a complete review of the CON/SPAN® specification documents, the CANDE design/analysis procedure, and the full scale experimental load test which demonstrated an ultimate strength several times larger than the design load. For the record my credentials include: Chairman of the Transportation Research Board Committee on Subsurface Soil-Structure Interaction, developer of the well known CANDE computer program for culvert design, and author of numerous journal papers on culvert design and analysis. Sincerely: Dr. Michael G. Katona )00,44 " 0141 raCITIINI BRIDGE SYSTEMS DESIGN PACKET PROJECT NUMBER: 52152 CULVERT CONFIGURATION DATE.5/6/09 BY: JDR SPAN = 42'-0" RISE = 11'-0" COVER = 2-0" min. to 6'-0" max. 14'-0" 14'-0" 1 DESIGN LOADING HS20-44 10 42'-0" WILLOW GLENN CHARLOTTESVILLE, VIRGINIA TABLE OF CONTENTS Letter of Recommendation Design Calculations and Input Data Shop Drawing Graphic Display of Mesh Elements Nodal Points Structural Elements Graphic Display of Moment, Shear and Thrust Diagrams CANDE Program Analysis: Appendix A :Part a) Controlling Case for Maximum Positive Moment Part b) Controlling Case for Maximum Shear Part c) Controlling Case for Maximum Negative Moment It r- spArd• P.O bbr�t CULVERT CONFIGURATION IMPACT arm �01126 "° 0.004 OH (wn SPAN = 42-0" Per AASHTO Section 3.8.2.3. Chablis 'N far ° �..�CA (D16,767-870, Ac+rh:MY (6,Bf 37ha47f RISE = 11 —0" for 0,—0» < cover < 1,—0» , imp ac t = 30% co .N/SPi4N is a COVER = 2-0" min. to for 1'-1" < cover < 2'-0" , impact = 20% not c, does o tufe 6 -0» max. for 2,-1„ < cover < 2 -11» , impact = 10% or implied an for 2'-11" < cover , impact = 0% DESIGN LOADING HS20—44 a DISTRIBUTION OF WHEEL LOADS DESIGN SPECIFICATIONS k — N c., a AASHTO (Current Edition) Per 5 6.4.2, the larger distribution length determined per 5 3.24.3.2 and S 6.4 shall MA TER/ALS be used for load distribution calculations, with a maximum of the unit width when o Concrete: f'c = 6000 psi cover < 2'—0" Reinforcing: fy = 65000 psi (WWF) 0 Per 5 3.24.3.2., wheel loads shall SOILS be distributed over a width equal to 1 In Situ: 4 + 0.06(Span) z g Youngs Modulus* = 3000-8000 psi s Unit Weight = 120 pcf Per 6.4., wheel loads shall be z Back fill: distributed over a width equal to L W 1 3 4 times the de th of fill. c� Selig ML 95 P k Unit Weight = 125 pcf 22 Cover: g o Duncan SM90 NOMENCLATURE Unit Weight = 120 pcf L = length of lateral distribution Des. By Job No. W = line load per unit length JDR 52152 P = axle or wheel loads D'°JDR Sheet No. *In situ modulus varies with depth to model confined soil behavior. ro# By. `+ Soil modulus increases with increasing depth of fill. Chkcnv /V Dote: b29.V9 VC 8 LOADING: HS20-44 Po 0 WI 30,20998 (800/5204999 7'-6" 6'-0" 14'-0" OfficesDayton,OH (937)254-2233 tax(937)254A885 CAab.Ta NC (7IN)548-8120 Sacramento,C4 (D18)7878701 CASE 3 Albany,NY (518)371-2871 Controlling Case for CON/SPAN a is a Maximum Negative Moment patented system and the is drawing HS20-44. 6'-0" Cover domes not conof stitute an express or implied 13)_4» 1'-6» 14'-7» license. CASE 2 I - i— Controlling Case for Maximum Shear o I I HS20-44 6'-0" Cover c o 13'_3° _ 14'-8" cb o CASE ! Z — N ""' Controlling Case for Maximum Positive MomentI HS20-44, 6'-0" Cover Q o O' CD W O O 0. C 2CD CC S cr v 42'-0" S o � J BRIDGE ELEVATION Q_Note: The load cases shown above are the controlling cases for ..) maximum moments and shears determined by varying the load locations across the span and/or the cover. Des. By Job No. JDR 52152 Drown By Sheet No. JDR ChkLAV 2/6 Dote: 1/29/09 6)-0)) 41-0» 6)-0)) LIVE LOAD CALCULATION PABa( 68 Olotyt OW� Wheel Loa o (tyP•) . kr�n 251-8385 .A)vam*i CA (D1e)787-8701 (AASHTO Section 3.22 & Table 3.33. 1A) Many,NY `618)37128 71 v ."' CON/SPAN i a patented system and the furnishing cells drawing o Pult = 1.3[1.67(4*16)] kips does not constitute an v express Pult = 138.94 kips or implied —N Wul t = Pul t/L = 138.94/26.5 k/ft L= Dist. Width Wult = 5.243 k/ft a Unit — �''Top Slab t Width Thickness r MINIMUM REINFORCEMENT BRIDGE PROFILE Flexural Reinforcement: As.. = 0.002(Agross) (AASHTO Section 16.8.5.8) Z As.. = 0.002(12)(12) in%ft. W As.. = 0.29 in2/ft. 4 ° DISTRIBUTION WIDTH Temperature & Shrinkage: 1 The calculation shown below is for HS20-44 live load (AASHTO Section 8.20) 2 Q and 6'-0" cover at the centerline of the structure. As. = 0. 125 in%ft each face 2 cc Lu c' L L= Larger of /1. 75(Cover) or 4+.06(Span)J < Unit Width o i P 1. 75(Co ver)+16 = 1. 75(6.0)+16= 26.50' s 4+.06 S an = 4+.06 42.0' = 6.52' 26.50' Controls Q By Unit Width = 4. 16' Des.JDR Job No. Drown By. Sheet No. JDR L = 4. 16' Chk d cav By. 3/6 Dote: 1l29/D9 ICrairigra. CHECK CRACK CONTROL @ Midspan o OH t93n 254-8385 fs = 98 ksi < 0.6(fy) AASHTO (16.8.5. 7) dcentroid = 1. 71 /n. 4 . 4 . . 4 . . 4 . . 4 '�;, SsaamentV dcA ' do = 1. 71 in. NY ,a,e,sr,�7, N = 1.0 0 2" 2" 2" CoivisPanr®is a op patented system and the of this drawing A = 6.84 sq. in. i rn no furnishit express or implied license. Notations: -- c = reinforcement clear distance (in.) Positive Moment Reinforcement A fs = 98 < .6(65) do = thickness of concrete cover measured y(1. 71)(6.84) from extreme tension fiber to center of 2 o w N 0, a closest bar or wire. (in.) fs = 43. 17 ksi > 39 ksi (39 ksi Controls) dcentroid = centroid distance for rein. (in.) Q Haunch \\; 2"_2" 2» o w = width of concrete tension area block (in.) `�' Wdcentroid = 2.41 in.N = number of bars or wires (for several do = 2. 18 in. / / /A/; / / / / J/ 1-. bars or wires, N shall be computed as the N = 1.6 �, a total area of rein. divided by the area of the A = 6..02 sq. in. g e rat largest bar or wire used.) o CC Negative Moment Reinforcement A = effective tension area of concrete fs = 98 < .6(65) 61 LS surrounding the flexural tension rein. and /(2. 18)(6.02) o co having the same centroid as that ,i IQ reinforcement divided by N. ( square in.) fs = 41.57 ksi < 39 ksi (39 ksi Controls) 0 e A = (2dcentroid)(w) From Non—Factored Analysis (Service Loads): 1 6 NDes. By. Job No. JDR 52152 fs,midspon = 34.4 ksi O.K. Drown By. Sheet No. JDR Chk d By 4/6 fs,haunch = 33.9 ksi O.K. �"" Dote.• 1/29iD9 BCE . P.00fineeerM8Mi P.08ar70.148 Wax CI*4.5420-a056 (800)526-3099 CHECK FACTORED LOADS OfficeeDayton,OH ,937, 254-2233 !ar(957)254-&365 Charlotte NC (704)548d120 Secs, rb,,C1 (915)787-8701 Strength Reduction Factors (AASHTO Section 16.8.5.6) ANY (518)371-2871 CON/SPAN®is a patented system and the = .95 for Combined Flexure & Thrust furnishing of this drawing does not constitute an = .90 for Shear express or implied license. MAXIMUM POSI TI VE MOMENT STEEL STRESS UNDER FACTORED LOADS: fs(+) = 45.3 ksi fs(+) < PFy = 0.95(65) = 61. 75 ksi O.K. MAXIMUM NEGA TI VE MOMENT STEEL W STRESS UNDER FACTORED LOADS: ° fs(—) = 52.9 ksi cr, fs(—) < OFy = 0.95(65) = 61. 75 ksi. O.K. MAXIMUM SHEAR STRESS UNDER FACTORED LOADS ° w IIIJ v = 149 psi v < v, = 0.90(2)(1+Nu/2000Ag)Jf c = 178.6 psi Des. By Job No. 0.K JDR 52152 Drown By Sheet No. JOR Chkl 4BV 5/6 Dote. 1/29/09 B • NOTES 3100 Raman fed ©1991 I.Minimum 28-Day Concrete Doyen O'io454 Va2:a Compressive Strength shell be (5t)sx xw 6000 psi. Oakes 2.Overlap Length steel tin Day1m.D4 (937)254-2233 nweseed fax 0197)254A365 from last aosswire. Charlotte NC (704)548.8420 3.Dimensions shown am for form Sacramento,,CA (916)787-8701 system EC. Many,NY (518)37f-2871 4.Minimum yield strength for -- we/dad wire fabric shag be CON/SPAN Ni is a 65'00 0 patented system and the 5.Reinforcing shell be Imxod to e maximum of three layers of furnishing of this drawing reinforcing(WWF or bare)per does not constitute an area(Ale+Alb or A 3a+A3b express or implied shall not have more than three 44'''out to Out layers total). license. 6.All edges of precast to have a 3/4'chamfer. 7.Spacing of/mg tu0Ywl 20'-0' reinforcement must be a 3:0• maximum of 8'o.c.For multiple - 71;8• layers of mesh,only the outer �p most layer(Ala oA3a)must �l about centerlinebe a maximum o/8'o.c. C AI 7ji4� ,O — 4 h S 7r I* 1U O r. N 4h <t ---� a .mh Bill, CC 2 23'-0' Ala � b �>,.... PPF ti A O § y , A36 p �Q Rr. BdWs��• A3a Zm3 M 5 § es m j h A2 ? R 1 2'ctr. 2 1?ca. Om Et_) V (tyv.) Cr 42'-0•Span 1•_2• Z PRECAST UNIT REINFORCEMENT (D - Weight of Required Reinforcement=363.1 IbsAt O W Sheet Circumferential Longitudnal Mesh She Length Circumferential Longitudinal h O no. Area Req•d Area Req'd et) Area Suprd Area Suprd J (n'ilt) (hs t) (rti'R) (WIN) 1 Ala=0.84 0.13 31'-0• Q 2 A2=0.18 0.13 13'S" V U 3 A3a.0.60 0.13 20'-0' Des. By. Job No. 4 A3b-0.36 15'-0• JDR 52152 6 A4=a48 0.13 20.-0' Drown By. Sheet No. 6 A5=0.24 0.13 7'-10• JDR 7 Chk'dd B� 6/6 8 Dote: Design Loading:HS20-44 Cover=2'-0•mh.t 6'-0'mau 1/29/09 C 1C,nd.\F28.PRT O5/0812009-11:41 Construction Increments Increment#9 0000 OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOr:000 Rsassaasaaaaaasssssaassaaaaa88i66iiiiiiiii1Inr*�olowiiiiiiilii� _ee:ssaasasssasssasssssssasssasso 000000o aoc,:.. � �.�,00000�_=00000000000000000000000000000000 �aa � � :oo.::oos� . ao-,=00c00000000000000000000000000000 n.o coy ���:011)O00000000a00000000000000000000 _DOCIOC70C)•••l■,•,•,.l•,•••,•a,.,OOf,fla•••••7rll)•,l)O ��.l la.».l.>,a•,.,����1•,.,',.,.,.,.l.l...so CDs VG D•:titititititititirrdtpIK tpi...t.ttatPt..Ptiatitit;a • 00 - 0000000000000000000000000000 '.' 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(Ca •• • .. .■•. .. . .• ••, uIuIIIIIIIuIiiiIili1iii �:.: : :: :::: Z 0 Ll M••,. ' CD M /� ••••• VI .••• w••• w.•• MS••• C •• S•. - •••• /w ■•• •.. w S .... /A SOUS III.. IS II .•.. • •• .•,. SOB S• .•.. •S . •• •S 1. ■S••U•S • •• ■••• ■■ ■ ■• •••• S• e ■• .•S. US • S• PUPS SIBS SO Seto Ss ■■ .••t ISIIISIUS 1;1 •e e e■ •.•1 ' SOO OM SUSS _.. e• • 11, Se.. Si • ■e .U., 0 BOSOM ■ •• PUSS 0 n ■■ ■ me •.•. 3 9 Pee •• .••. CD 1 •■ • •U. ••.• .3.• ■■ ■ will,. SOS •• e U.. C'\CandMF28.PRT 05A6/2009-11'41 Nodes Numbers Increment#9 NO M IN no a to III 0 0 le NE w • • • a • IW • to Im IN • a a a a m a 1a a Si an to a a a au no a ON la a la U S• -a ut. IN w N • la no to IN ON 0 LW • I• Io • • r a5 IN KO • Or IS ON a a OR MMMMMMM a5 an an a MI al ON IL 0 la a • al w M Id • M • • a r a a ■ a • a a UUUUS • • to no to ON a • ON 1• • r a M IN • a an • IN a ■ • • a • • • / • • • • • • 0 a • • • MMMMMMMM / • • / ' a a al • a • • a M • a • a a • • a a • • / / • • • ■ ■ • sr a a a • • a ■ • / • • ■ a a • • • a • IN a a • • a • • is a a • a • a a a ■ a • • • a ■ • • • a • • • • a • a a • • a r cm a • a • a • s w ap • a • • • • M rr U . a xc � • ■ a a a a a a a at Inl a Lo La Nn • • • / a • • • US M a a a a •: a ON ON a ■ a ■ a a a ■ a • •a •a as M a, • a • • • a • • •a as aC a. • • a Lo La 1a• O Ml a, • a a ■ a a • • • • a■ S • IN a • a • • • a a ■ a r la • a a • • ■ a r a a a a gm ma a a • • r a ■ / • • a ■ >w a ■ • MIR IN • • • • • IMOI / • • • / • a ■ • • a • ■ / ■ • r / • a a s • a • • a a US Ma • a s • • • MIR Ma a IN • a / IN •/ •• a a a • a a • a a • s a w a• a • • (42'S, 11'R, 6'C, HS20-44 Loading) B SYSTEMS C/Conde\52152\HS20-44\C over_61S26PRO 05/08/2009-13'40 Thrust Rh (K/ft) Increment#9 • S Illi \ ' . 4 i if v4 ti t 0 I a� + t 4 ----... • a , 4" ¢ay r -jam" ssb t} -au NSW _____2,p., -Slim Yio -1ua ----{as -sss EM -117N - id, _ \Ow) 2443 ]Pei xffis _ a to. 3Ua Maximum Horizontal Thrust Rh (K/ft) (42'S, 11'R, 6'C, X Loading) �' ;-. - ram___ BRIDGE SYSTEMS C.\Cende\F26 PRT U5/08/2009-11:4, Moments M (ft*K/ft) Increment#9 1 %� %. �' q ID 4 ?' �if * 3 i X 4 - \ 111W . *- n11111.1 H / \ 'N ' i 1 1 1 1 1 I I I I , , I i • c- / / / j f MN r I sr- ac 4. sr a:1 Controlling Case for Maximum Positive Moment M (ft*K/ft) (42'S, 11 'R, 6'C, HS20-44 Loading) ''; B IPAW' C 1Cende\HM)PH 1 J5/08/2009-13 24 Moments M (ft*K/ft) Increment#9 I I � I S • • �' �►� 4.02 .«m r 1r•- • y„ a Im Controlling Case for Maximum Negative Moment M (ft*K/ft) (42'S, 11'R, 6'C, HS20-44 Loading) BRIDGE SYSTEMS 35/08/2009.13,31 Shear V (K/ft) Increment#9 ., air .E 4 I. ,I. ,Seta,.SO' ko 4 , a,sal._014 18,E m-aro -04 N I., 21.2 Sao -MS4 Sam a Controlling Case for Maximum Shear V (K/ft) (42'V, 11'R, 6'C, X Loading) 1 1, 1 rfIZOI BRIDGE SYSTEMS` C:\Cande\52152 W S20-44\Cover_6\S36 PRT 05/08/2009-13'34 Thrust Rv (K/ft) Increment#9 a a a a s $ d A + / •°1 -St'6 \ill. B-X3 S SI pm SW 9401 s u1N -S1®0 9,. -MB Controlling Case for maximum Vertical Thrust Rv (K/ft) (42'S, 11'R, 6'C, X Loading) BRIDGE SYSTEMS APPENDIX A CON/SPAN Project #52152 APPENDIX A CANDE ANALYSIS RESULTS TABLE OF CONTENTS PART A: CONTROLLING CASE FOR MAXIMUM POSITIVE MOMENT 4 Al INPUT DATUM 4 A1.1 BRIDGE PROPERTIES 5 A1.2 Steel Areas and Beam Thickness 5 A1.3 ELEMENT DEFINITION 7 A1.4 NODAL COORDINATES 34 A1.5 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING 48 A1.6 BEAM ELEMENTS CONNECTIVITY MATRIX 50 A1.7 MATERIAL CHARACTERIZATION FOR SOILS 51 A2 LOAD INCREMENT 1: Dead Load of Structure 52 A2.1 STRUCTURAL RESPONSE OF BRIDGE 52 A2.2 STRESSES IN BRIDGE WALL 53 A3 LOAD INCREMENT 2: Backfill to Mid-Leg 54 A3.1 STRUCTURAL RESPONSE OF BRIDGE 54 A3.2 STRESSES IN BRIDGE WALL 55 A4 LOAD INCREMENT 3: Backfill to Haunch 56 A4.1 STRUCTURAL RESPONSE OF BRIDGE 56 A4.2 STRESSES IN BRIDGE WALL 57 A5 LOAD INCREMENT 4: Backfill to Mid Rise Of Structure 58 A5.1 STRUCTURAL RESPONSE OF BRIDGE 58 A5.2 STRESSES IN BRIDGE WALL 59 A6 LOAD INCREMENT 5: Backfill to 1'-0" Cover 60 A6.1 STRUCTURAL RESPONSE OF BRIDGE 60 A6.2 STRESSES IN BRIDGE WALL 61 A7 LOAD INCREMENT 6: Backfill to 2'-0" Cover 62 A7.1 STRUCTURAL RESPONSE OF BRIDGE 62 A7.2 STRESSES IN BRIDGE WALL 63 A8 LOAD INCREMENT 7: Backfill to 4'-0" Cover 64 A8.1 STRUCTURAL RESPONSE OF BRIDGE 64 A8.2 STRESSES IN BRIDGE WALL 65 A9 LOAD INCREMENT 8: Backfill to 6'-0" Cover 66 A9.1 STRUCTURAL RESPONSE OF BRIDGE - 66 A9.2 STRESSES IN BRIDGE WALL 67 A10 LOAD INCREMENT 9: Applied Live Load 68 A10.1 STRUCTURAL RESPONSE OF BRIDGE 68 A10.2 STRESSES IN BRIDGE WALL 69 PART B: CONTROLLING CASE FOR MAXIMUM SHEAR 70 B1 INPUT DATUM 70 B1.1 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING 71 B2 RESULTS FOR LOAD INCREMENT 1 TO 8 73 B3 LOAD INCREMENT 9: Applied Live Load 74 B3.1 STRUCTURAL RESPONSE OF BRIDGE 74 B3.2 STRESSES IN BRIDGE WALL 75 PART C: CONTROLLING CASE FOR MAXIMUM NEGATIVE MOMENT 76 Cl INPUT DATUM 76 C1.1 BOUNDARY CONDITIONS INCLUDING APPLIED LOADING 77 C2 RESULTS FOR LOAD INCREMENT 1 TO 8 79 Project:52152-APPENDIX A 2 of 81 5/8/09 C3 LOAD INCREMENT 9: Applied Live Load 80 C3.1 STRUCTURAL RESPONSE OF BRIDGE 80 C3.2 STRESSES IN BRIDGE WALL 81 Project:52152-APPENDIX A 3 of 81 5/8/09 Part A:INPUT DATUM-BRIDGE PROPERTIES PART A: CONTROLLING CASE FOR MAXIMUM POSITIVE MOMENT The following is a formated version of the CANDE output file f26.prt Al INPUT DATUM CCCC AA .N N SSSSS PPPPP AA N N 0000 11 CC AAA NN N SS PP P AAA NN N 00 00 11 CC AA A NNN N SSSSS PPPPP AA A NNN N DDDD 00 00 11 CC AAAAA NN N N S PP AAAAA NN N N 00 00 11 CCCC AA A NN NN SSSSS PP AA A NN NN 0000 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III (C)ULVERT (AN)ALYSIS FOR CON/(SPAN) BRIDGE SYSTEMS II I FINAL RELEASE MAY 2001 modified by LOCKWOOD, JONES & BEALS DATED 01/01/92 concrete rib and disconnected structure capability added by KATONA and MUSSER DATED 09/15/95 rigid link capability added by Katona Dated May 2001 Project:52152-APPENDIX A 4 of 81 5/8/09 Part A:INPUT DATUM-BRIDGE PROPERTIES (42'S, 11'R, 6'C, X Loading) EXECUTION MODE ANAL SOLUTION LEVEL F.E.USER CULVERT TYPE CONCRETE A1.1 BRIDGE PROPERTIES PIPE PROPERTIES ARE AS FOLLOWS . . . NOMINAL PIPE DIAMETER -1.0000 CONCRETE COMPRESSIVE STRENGTH 6000.0 psi CONCRETE ELASTIC MODULUS 4415201.0 psi CONCRETE POISSON RATIO .1700 DENSITY OF PIPE 150.0 PCF STEEL YIELD STRENGTH 65000.0 psi STEEL ELASTIC MODULUS 29000000.0 psi STEEL POISSON RATIO .3000 NONLINEAR CODE (1,2,OR 3) 3 CONC. CRACKING STRAIN (1,2,3) .000130 CONC. YIELDING STRAIN (2,3) .000660 CONC. CRUSHING STRAIN (2,3) .002000 STEEL YIELDING STRAIN (3) .002040 SPACING LONGITUDINAL REINFORCEMENT 2.0 in A1.2 STEEL AREAS AND BEAM THICKNESS ASI and ASO = Inside and Outside face steel area at beam node N (in"2/ft) TBI and TBO = Inside and Outside face steel cover at beam node N (in) PTV = Beam Thickness at beam node N (in) ASI ASO TBI TBO PTV 1 0.48 0.96 1.7 2.2 14.0 2 0.48 0.96 1.7 2.2 14.0 3 0.48 0.96 1.7 2.2 14.01 4 0.48 0.96 1.7 2.2 15.57 5 0.48 0.96 1.7 2.2 19.64 6 0.48 0.96 1.7 2.2 32.92 7 0.48 0.96 1.7 2.2 24.68 8 0.48 0.96 1.7 2.2 17.74 9 0.48 0.96 1.7 2.2 13.69 10 0.48 0.96 1.7 2.2 12.26 11 0.48 0.96 1.7 2.2 12.0 12 0.84 0.96 1.7 2.2 12.0 13 0.84 0.96 1.7 2.2 12.0 14 0.84 0.96 1.7 2.2 12.0 15 0.84 0.48 1.7 2.2 12.0 16 0.84 0.48 1.7 2.2 12.0 17 0.84 0.48 1.7 2.2 12.0 18 0.84 0.48 1.7 2.2 12.0 19 0.84 0.48 1.7 2.2 12.0 20 0.84 0.48 1.7 2.2 12.0 21 0.84 0.48 1.7 2.2 12.0 22 0.84 0.48 1.7 2.2 12.0 23 0.84 0.48 1.7 2.2 12.0 24 0.84 0.48 1.7 2.2 12.0 25 0.84 0.48 1.7 2.2 12.0 26 0.84 0.48 1.7 2.2 12.0 27 0.84 0.48 1.7 2.2 12.0 28 0.84 0.96 1.7 2.2 12.0 29 0.84 0.96 1.7 2.2 12.0 30 0.84 0.96 1.7 2.2 12.0 31 0.48 0.96 1.7 2.2 12.0 32 0.48 0.96 1.7 2.2 12.26 33 0.48 0.96 1.7 2.2 13.69 34 0.48 0.96 1.7 2.2 17.74 Project:52152-APPENDIX A 5 of 81 5/8/09 Part A:INPUT DATUM-Steel Areas and Beam Thickness ASI ASO TBI TBO PTV 35 0.48 0.96 1.7 2.2 24.68 36 0.48 0.96 1.7 2.2 32.92 37 0.48 0.96 1.7 2.2 19.64 38 0.48 0.96 1.7 2.2 15.57 39 0.48 0.96 1.7 2.2 14.01 40 0.48 0.96 1.7 2.2 14.0 41 0.48 0.96 1.7 2.2 14.0 Project 52152-APPENDIX A 6 of 81 5/8/09 A A A A A A A A W W W W W W W W W W N N N N N M N N N N H H H H H H H H H H l0 W J a U) A W N H' 3 H H H [=1 ro r ro n H J 01 M A W N H O W W J 01 W A W N H O l0 W J 01 M A W N r O W W J MOAWNWO • - '.' x 'y' Z C Z x1 OM W W t*1 tH th H O ro H7. Z CH + MWOW 1s J a U1 A W N H N N N N N N N N N N N N N N N N H r H r H H H r H H H r H r H H H r H H H H H H r- 3 3 3 ('1 H H M 'd T' th r H H 0 0 l0 l0 W W l0 m m m J J J O1 01 Ol Ut U1 Vl W A A A A A A H S' u n ) H 0 01 a 01 A A N H J W N m U1 H O 01 N) l0 m Ut H O 01 W O m U1 H m 0\ W 10 01 A O J U1 Ut lJl N A 1"1 7 Z H www �nrovoo b ( Ot J m 01 U1 J O W J H W O U1 O 01 N m A O 01 N m A 0 0\ N m w m W J r V1 m r w N r O 10 9 ›'1 .M1 .KM1 .RM) z M - H " y H Z N rn r O m n `m o ' i. AA A A A A A N N N N N N N N N N N N N N N H r H H H r H H H H H H H H H H H H H r H H H H H Z t~] o o O H Cr1 n o o n m l0 m J 01 W A W W W W W W W N N N H H H H 0 0 l0 l0 l0 l0 l0 m m m J J J 01 M 01 V1 Ut In U• A A A A A A A V 'T] '*1 '�] M Z1 X r Z x W M 17) 0\ 01 A A N r J w N m U1 r o 01 w l0 m U1 r 0 01 w O m U1 H m 01 w l0 01 A O J U1 Ul Vl V1 A A C4 3 w t*1 7. t[7 rr1 n h1 H MM m J m 01 Ul J O W J H U1 O U1 O 01 N m A O a N m A 0 a N m W m W J H U1 m r W N H 0 l0 m H o r o r Sl n O :v x'f O Z m 55 [+7Cti1H MCtCC" Cg 'i O U1 A A A A A A o 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 r 4 M 'ML' Z Cis] N [3[] O ro 0 I 'il k O l0 m J 01 N A N .� Z �y1 zzy Z H M HZ 1. E H 1n4 3 r —1 O K [n w ro Z H [+] H m J 01 U1 A w N O o O o O o 0 o O o 0 0 0 o O o O o O o O O O O O o 0 0 0 0 0 o O o O 0 0 0 0 0 HUM O Zr) '.-'. CC OOC3 .N. Z r Nw HO N O Z O ZG r 'U , -3 ,' r H '- 3 tr:1 P. 3 m m w H H �' M o M M 01 Ol 01 01 01 C A W W W W W W W W W W N N N N N N N N N N H H H H H H H H H r 1p m J 01 U1 A W N H (DC) H H to H 0 HZ Z H O l0 m J D7 V1 A W N H O l0 m J 01 U1 A W N H O l0 m J 01 lP A W N r 0 '�' H• rt G 0 n Z Cw" 0 OHO U - U) H H H H H H H H H H H H H H H H r H H H H r H H H H H H r H H H H H r H H H r H H H H H H H H H . 1(1.2 (T) rt' 0 - ,0 O G (D to 9 ro M Ol N p rt y I,.H-(D F'. 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H 0 0 0 0 0 0 0 0 0 0 ID CO J 01 UI A W N H 0 'D CO J O1 UI 111. W N H 0 10 CO J 01 UI A W N H 0 ID CO J 01 UI A W N H 0 ID CO 1 01 U1 A W N H 0 ID CO J 01 UI A W N I•+ 0 IO Ca J 01 UI A W N H 0 rls UI H H H H H H H H H H H H H H H H H H H H H H H H H H H 10 IO ID IO l0 ID ID l0 ID ID CO CO CO CO CO CO CO CD CO J J J J J J J J J J 01 ON C1 CT O1 O1 O1 C1 01 01 1.71 1.11 VI In {V N N N N N N N H H H H H H H H H H 0 0 0 0 0 CD 0 0 0 0 IO CO J C1 Vt A W N H 0 ID CO J O1 VI W N H O ID CO J 01 III A W N H 0 SD CO J Cl UI A W N H 0 ID CO J 01 H J N A W N H 0 l0 CD J ON VI A W N H 0 l0 CO -4 CT UI A W N H 0 CT N i. H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H ID l0 O1 O1 C1 C1 O' O1 01 01 01 N V1 N UI IP V1 III V1 UI VI A A A A A A A A A A W W W W W W W W W W N N Al N N N N N N H H H H H H H H H H 0 0 0 0 0 0 0 0 0 0 10 CD 10 J ON VI A W N H 0 ID CO J ON VI A W N H 0 ID CO J C1 VI A W N H 0 ID CO -4 ON UI A W N H 0 10 CO J CO A W N H 0 l0 CO -4 01 V1 A W N H O ID co J O1 U1 A W N H 0 C.I m c) H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H IO J 01 C1 01 O1 01 ON 0' ON CT IX VI UI UI N LP I 01 N IX A A A A A A A A A A W W W W W W W W W W N N N N N N N N) N H H H H H H H H H H 0 0 0 0 0 0 0 0 0 0 IO O COJ 01 VI A W N H O l0 CO -4O1 II1 A W N H CD 10 CO J ON VI A W N H O VD CO J 01 UI A W N H O ID CO ON WA W N H O ID CO J C1 NA W N H O IO CO -4 ON Ill A'W N H 7V O n H H H H H H H H H H H H H H H H H H H H H H H H H H H H l0 ID ID IO 10 lD IO lD IO IO CO CD CO CO CO CO CO CO CD J J J J J J J J J J 0 C' 01 ON O1 ON ON 01 01 O1 UI UI U1 N N N N) N N N N H H H H H H H H 1-, I-' 0 0 0 0 0 0 0 0 0 0 ID CO J O1 V A W N H 0 l0 CO J 171 A W N H 0 l0 CO J ON VI A W N H 0 ID CO J 01 VI A W N H 0 ID CO J r CO C1 U1 A W N H 0 ID CO J 01 V1 A W N H CD VD CO J 01 l51 A W N H 0 O1 A A A A A A A A A A A H H H H H H H H H H H H H Ut Ill VI VI ID III UI Ul 01 01 01 01 01 ON 01 01 O1 A A A A A A A A A A A H N H H H H H H H H H H H VI 111 VI UI N N N N N N N CO CO J J 01 H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H CO CO J J 01 H H H H H H H H H H H H H H H H H F.I 000000 000000 0 I. 0 0 0000000000000 10 A b 10 0 10 A 10 0 10 10 10 10 10 0 10 10 10 10 c 10 0 0 10 10 0 10 10 10 0 0 0 0 10 0 10 10 10 10 10 10 00000000000000 z C C C C C C C C C C C C C C C C C C C C C C C C C cc cc cc C C C C C C C cc C C C C C C C C C C C C C C C C C C C C C C C C C cc cc coCJ CO CD CO CO CO CO CD CD CO CD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO Cl CO CO,CO CO Co CO CO CO CD W CO CO CO CO CO CO CO CO CO CO a CO CO CO CO CO CO CO CO CP CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO W CD W CO CO CO CO CD CO CO CO CO CO CO W CO CO CO CO CO CO CD CO CD CO CO CO CO CO CO CO CO CO CO W CO CD CO CO CO CO W C CO 0 m co N N N N N N N N N N N N N N N N N N N N IQ N N N N N N N N N N N N N N H H H H H H H H H H H H H H I-' H I"I I"' I"I H H H H H H H H H H H H F' H H H r W W W W W N) N) N N) N N N) N N N H H H H H N H H H H 0 0 0 0 0 0 00 CD IO ID '0 W. 'D ID W WIO ID CO CO CO CO CO CO CO CO CO CD J J -4 -4 J J J J -4 J 01 01 01 01 01 j -a A W N) H 0 10 Co J Of VI A W N H 0 ID CO J 01 UI A W N H 0 ID CO J 01 U1 A W N H 0 ID CO J 01 UI A Al N H 0 10 CO J 01 U1 A W N H 0 10 CO J 0 UI A W N H 0 10 CO J 01 UI t Z H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H h' H H H H H H H H H H H H H H H H H H Q VD ID ID ID ID ID IO l0 ID 01 00 CO 03 CO CO CO 03 CO CO J J J -4 J J J J --I --I ON01 O1 01 O1 C1 ON 01 01 VI VI (II VI V1 III III III V1 III A A A A A A AA A A W W W W W W W W W W N N A A m co J al UI A W N H 0 IO CO J O1 Ul A W N H 0 10 CO -4 al U1 A W N) H 0 IO J Cl NA W N H 0 ID CD J 01 U1 W N H 0 lO CD J CT Ut A W N H 0 ID CD --I ONII1 W N H 0 10 CO H -n 2 N N Al N) N N N N N N N N N N N N) N N N N N N N N N N N N N N N N N N N N N N N N) H H H H H H H H H H H H H 1-' H H H H H H H H H H I-' H H H H H y A W CN W W W W W W W W N N N N N N N N N) N H H H H H H H H H 0 0 0 00 0 0 0 0 0 10 ID ID ID ID l0 lD lO ID lO CO CO CO CO CO CO CO CO CO CO --I J -.I J J --I J -4 .4 -.I 0 1D CO J 01 UI A W N H 0 lD CO -4 CT III A W N H 0 ID CO J 01 VI A W N) HO CO --I D I \ U A W N -4I H 0 /0 COON V W N H J 1 A 0 10 CO O1 UIW N) J AH 0 ID CO Cl V W N)1 AH 0 CJ O 0 N N N N) N N N N N N N N N N N N) N) N) N N N N N N) N N N N N N N N N N N N N N N N N H H H H H H H H I-' I-' H H I'' H I"' H H I-' I'' H H H H H H H H H H A A W W W W W W W W W W N N N N N N N N N N H H H H H H H H H 0 0 0 0 0 0 0 0 0 0 1O IO IO IO lD ID ID l0 IO VD CO CD CO CO CO CO W CO CO W J J J J J J J J J H O l0 co J 01 UI A W N H O IO CD J Ol VI A W N H O lO CD J 01 II1 A W N O lD CD J 01 U1 A W N H O IO co J 0' UI A W N H O l0 co J 01 II1 A W N H O ID CD J 01 VI A W N ' 74 H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H ' H H H H H H H H H H H H H H H H H H H H ID IO ID ID ID I ID ID ID ID CO CO Co CO CO CO CO CO CO CD J J J J J J J J -4 J 01 01 01 01 01 C1 01 01 01 VI III VI III VI VI VI III VI V1 A A A A A A A A A A W W W W W W W W W W N IO CO J C1 VI A W N H 0 l0 CO 1 ON V1 A W N H 0 VD CO J 01 VI A W N H O CD J C1 N A W N H 0 ID CO J O1 III A W N H 0 l0 CD J O1 171 A W N H 0 10 CO J al VI A W N H 0 10 C" H H H H H H H H H H H H H VI UI Vi VI III UI III VI 01 O1 01 C11 01 01 C1 O1 C1 A A A A A A A A A A A H H H H H H H H H H H H H 111 In VI U1 VI V1 UI VI O1 O1 O1 01 01 01 01 01 H H I I I 1 I N N H H H H H H H H H H H H H H H H H H H H H H H H H H H CO CO J J C1 H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H 000000 0 0 11 0 0 0 0 0�0 0 0 0 PO 0 0i D O Ai y�0 0 yC 0 0 ��i 0 c 0 0 y�0 0 D C 00 0y 0 0 0y D 0 0 y 0 0 0 0 0 0 0 0 0 0y ��i 0�0 0 0 0y 0 0 0 0 10 0y lye DD 0 0 0i 10 bl7bb � bb bbt7bbbbbb66666666666666 l666666666666666666666666666666666666666 ' 0 CD O co COW 0, 0 COCOCOCD W COD COCOco CO O CO CO CO CO CO CD CD CO CO CO CO CO CO CO CD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CD CO CO CO 03 CO CO CO CO CO CO OD CO CO CO CO CO CO CO CO CO O CO CO CO CO CO CD CO COCD COCD COCD CO CO CO COCD COCD COCD CO COCOCD CO CO CO CO CO CO CD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO W W W W W W N N N N N N N N N N N N N N N N N N N Al Al N N N N N N N N N N N N N N N K) N K) N N K) N N K) N N Al N N N N K) N N N N tJ N N N N N lV N O 0 0 0 0 l kg) 10 10 1D 10 10 10 1O CO CO CO CO CD CO 0) CO CO CO -4 -4 J .4 -4 J -4 -4 -4 --I ON01 C1 01 O1 01 01 01 01 01 VI US VI U1 111 VI UI VI tit US A AA A AA A A A A La La La La W O 0 10 A W N H 0 10 CO J 01 U1 A W Al H 0 SO CD J O1 U1 A W N H 0 10 CO J O1 Ul A W K) H 0 10 CO J 01 Ul A W 14 H O 10 CD J 01 Us A W N H 0 10 CO -4 O1 In A W N H 0 10 CO J 01 US ID 01 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DJ N N N N N N N N N N N H N J 01 01 01 01 ON ON 01 01 01 O1 1.11 U1 Ul U1 Ul U1 UI Ut SO A A A A A A A A A A W W w W w W W W W w N N N N N Al N N) Al N H H H H H H H H H 0 0 0 0 0 0 0 0 0 0 lO 0 ID CO J 01 U1 A W N H O lD CO -4 C1 U1 A W H O b CO J C1 VI A W N H O SD CO J C1 U1 A W Al H O 10 Co -4 C1 U1 A W N H O LID co J O1 U1 A W N H l0 CO J 01 U1 A W N H O 10 H /s N i. W W lM W W W W W W W W W w N N N) N N Al N N N N) N N N N N N N N N N N N N N N N N N N N N N N N) N N N N N N N N) N N N N N N N N N N N N N N N H H H 0 0 0 0 0 0 0 0 0 0 W SD ID SD l0 VD lD l0 l0 CO CO CO CO W W CO CO CD CO J -4 J J J J -4 -4 -4 -4 C1 01 01 01 O1 C1 C1 C1 01 01 Ul U1 VI U1 ID 111 III In ID A A A A A A A A A N H O 1O CO J CO US A W N H O SD CO J Co U1 W N H O lD CO J C1 UI A W N H O 1D CO J 01 US A W Al H O 1D CO J C\ UI A W N H O lO CD J C1 VI A W H O l0 m J C1 U1 A W N H 4 m O W W W W W w w W W W W w W w N N N N) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N) N N N N N N N k H H H H 0 0 0 0 0 0 0 0 0 0 l0 SD SD SD SD SD SO SD l0 CD CO CO CO OD CO C1 CO CO CD J J J J J J J -4 J J C1 C1 01 C1 C1 01 01 O1 C1 C1 U1 Ul U1 U1 U1 U1 V1 U1 UI A A A A A A A A 11. 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W W J 01 UI A W N Y O W W J 01 U1 A W N Y O W w J 01 U1 A W N O W w J O1 U1 A W N Y O W w J 01 Ut A W N Y O b w.J 01 U1 A-W N Y O 10 w J 01 U1 A W N Y O m W W W W W W W W W W W W W W W W W W W W W W W W W W W W N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 W 10 10 W 1D 1D 1D W W 1D b 1D W 1D 10 W W 10 W W W W W 1D 1D 1D W W W 1D 1O 1O b W 1D 1D 10 1D 1D 10 J 01 UI A W N Y O 10 W J 01 I A W N Y O 1D w OJ 01 Ut A W N Y O W J 01 Ut A W N Y O 10 w J 01 U1 A W N J O 10 w J 01 U1 A W N Y O 10 w J 01 UI A W N Y O 10 W 01 [' Y Y Y Y Y Y Y Y Y Y Y Ut O I U1 UI Ut U1 U1 01 01 O1 01 01 01 01 01 01 A A A A A A A A A A A Y Y Y Y Y Y Y W Y Y Y Y Y U1 Ul w VI U1 U1 I U1 01 01 O1 01 01 01 01 01 01 A Y F+ Y Y 1-+ Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N 1� Y Y Y F+ Y Y Y Y Y Y Y Y W W J J 01 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y O �y -17 000000 p Ii n A A A A A A 10 A 0 A 10 A 10 A A A A A A 10 A A 10 10 i0 A A A 10 10 i0 10 O A i0 i0 10 10 i0 A O i0 i0 10 A 10 10 O i0 1O 10 A 10 10 A 0 10 10 10 10 0 10 A A i0 i0 A 10 i0 0 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C a lo m w W W w W w W w w W w W w W w w W w W w W w W W W w w w w W w W w W W w W w W w w W w w W W w w w w w ao w W w w W w W w W w w w w W w W w n m w W w w W w W w W w W W W W w oo w W w w W w w w W w w w w w w W w w w W w w w w W W w W w W W w w w W w w w w w w w W w w w W w W w W do w 0 C NW m 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N N N N N N N N N N N N N'N N N N N N N N N N N N N N 1" OO .a 00000000 N N N W 0 0 W W 0 0 W 00000000000000 0 O O O O O b w 1D b b b 10 10 b b b W b b b b b b W 10 b b b b b b b b b b b b b b 10 A W N Y O b W J 01 U1 A W N Y O W 0D J 01 UI A W N Y O b W J 01 UI A W N Y O 1D W J 01 UI A W N F•1 0 b W J 01 UI A W N Y O b W J 01 UI A W N Y O b W J 0%N m . 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A W N Y O '0 W J m N A W N Y O 30 W J m N A W N Y O W W J m N A W N Y O 10 W J m N A W N Y O'0 W J 01 N A W N Y O 30 W J m N Of W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J m m m m m m m m m m m m m m m m m m m m m m m m m m m • A A A A W lJ W W W W U W W W N N N N N N N N N N r H N r Y r r H Y O O O O 0 0 0 0 0 0 tO l0 10 10 30 t0 l0 50 t0 \0 W W W W W W OD W W m J J J J J J J M (T W N r 0 .O W J m N A W N Y O 3O W J m N A W N r 0 30 W J m N A W r O 50 aD J m N A W N r 0 10 m J m N A W N Y O 50 W J m N A W N Y O 10 W J m N A W N is W W W W W W W• W W W W W W W W W w W w W W W W w W W W W W W w W W W W W w W w W W W W W W W W W W W W w W W W W W W W W W W w W w W W W W W al J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 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O kO W J m N A W N Y O�O W J m N A W N Y O t0 W J m N 4 m W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W k J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J m W W m W m W J J J J J J J J J J m m m m m A m m m 0 N N N in N N N N N A A A A A A A A A A W W W W W W W W W W N N N N N N N N N N Y Y Y r 91 n m N A W N Y O W W J m N A W N r O W W J m N A W N Y O W W J m A W N Y O W W J m N A W N Y O W W J 91 N A W N r O W W J m N A W N Y O W W J m W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J m m m m m m m m m m m m m 01 m m m m m m m m m m m m A A A A A yJ W W W W W W W W W N N N N N N N N N N Y r Y r Y r Y r Y O O O O O O O O O O 3O 3 l0 30 3 3 3 3 5 3 W W W W W W W W W W A W N Y O 10 W J m N A W N r O 3 W J m N A W N Y O 3 W J m N A N r O l0 W J 01 N A W N Y O l0 W J m N A W N r 0 50 03 J m N A W N r O 30 W J m N A A r r r r Y r r r r r Y r r N N N N N N N N O m m m m m O m m A A A A A A A A A A A r Y r Y Y r r r r r r r Y N N N N N N N N m m 01 m m m m m r Y r Y r Y'H H f' H-+ Y r r H H r Y r Y H r Y Y r r r r r Y r Y r Y Y Y r W W J J m Y r r r r r Y r Y r r r H r r Y r Y r r r r r r r r r r p 000000 o n . Pi A A 0 A i0 A i0 A i0 A A A 0 i0 i0 A 0 A A i0 i0 i0 i0 A A A A i0 i0 O i0 A 0 0 i0 i0 i0 0 O A i0 i0 i0 i0 A A A i0 A O i0 A A i0 i0 A i0 A i0 i0 A i0 A i0 i0 i0 A i0 i0 i0 C g C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C n W W W m W m W m W W W W W W W W W m W W m m W m W W W W W W W W W W W W W W W m W'W W W W W W W W W W W W W m W W W W W W W W W W W W W W W W m W W W W W W W m W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W y C w O W W W W W W W W W W r m m m m m m m m m m m A W N Y O W W J m N m z W W W W W W W W W W y J J J J J J J J J J N N N Uq A A A A A A M m W N Y O /0 W J m N A .h Z .� • W W W W W W W W W W J J J J J J J J J J WWt0Wt01O W W W W 4 O N A W N Y O 10 OD J m Z W W W W W W W W W W J J J J J J J J J J 10 10 3O 1O 3 10't0 W W W 79 m N A W N Y O 10 m J W W W W W W W W W W J J J J J J J J J J N N N N N A A A A A C" . 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O m W W W W W W W W W a. to Part A:INPUT DATUM-NODAL COORDINATES A1.4 NODAL COORDINATES X, Y = X and Y coordinates of node N (in) ..y� X Y �tl� X Y �ti� X Y N- X Y 1 \ -1019.0 -369.8 66 -995.4 20.13 131 -947.4 -297.8 196 -923.4 69.03 2 -1019.0 -351.8 67 -995.4 33.0 132 -947.4 -279.8 197 -923.4 89.46 3 -1019.0 -333.8 68 -995.4 40.93 133 -947.4 -261.8 198 -923.4 104.3 4 -1019.0 -315.8 69 -995.4 52.47 134 -947.4 -243.8 199 -923.4 122.2 5 -1019.0 -297.8 70 -995.4 69.03 135 -947.4 -225.8 200 -923.4 134.2 6 -1019.0 -279.8 71 -995.4 89.46 136 -947.4 -207.8 201 -923.4 146.2 7 -1019.0 -261.8 72 -995.4 104.3 137 -947.4 -189.8 202 -923.4 158.2 8 -1019.0 -243.8 73 -995.4 122.2 138 -947.4 -171.8 203 -923.4 170.2 9 -1019.0 -225.8 74 -995.4 134.2 139 -947.4 -153.8 204 -923.4 182.2 10 -1019.0 -207.8 75 -995.4 146.2 140 -947.4 -135.8 205 -923.4 194.2 11 -1019.0 -189.8 76 -995.4 158.2 141 -947.4 -117.8 206 -923.4 20.6.2 12 -1019.0 -171.8 77 -995.4 170.2 142 -947.4 -99.78 207 -923.4 218.2 13 -1019.0 -153.8 78 -995.4 182.2 143 -947.4 -81.78 208 -923.4 230.2 14 -1019.0 -135.8 79 -995.4 194.2 144 -947.4 -63.78 209 -923.4 242.2 15 -1019.0 -117.8 80 -995.4 206.2 145 -947.4 -45.78 210 -923.4 254.2 16 -1019.0 -99.78 81 -995.4 218.2 146 -947.4 -27.78 211 -899.4 -369.8 17 -1019.0 -81.78 82 -995.4 230.2 147 -947.4 -15.89 212 -899.4 -351.8 18 -1019.0 -63.78 83 -995.4 242.2 148 -947.4 -4.0 213 -899.4 -333.8 19 -1019.0 -45.78 84 -995.4 254.2 149 -947.4 9.13 214 -899.4 -315.8 20 -1019.0 -27.78 85 -971.4 -369.8 150 -947.4 20.13 215 -899.4 -297.8 21 -1019.0 -15.89 86 -971.4 -351.8 151 -947.4 33.0 216 -899.4 -279.8 22 -1019.0 -4.0 87 -971.4 -333.8 152 -947.4 40.93 217 -899.4 -261.8 23 -1019.0 9.13 88 -971.4 -315.8 153 -947.4 52.47 218 -899.4 -243.8 24 -1019.0 20.13 89 -971.4 -297.8 154 -947.4 69.03 219 -899.4 -225.8 25 -1019.0 33.0 90 -971.4 -279.8 155 -947.4 89.46 220 -899.4 -207.8 26 -1019.0 40.93 91 -971.4 -261.8 156 -947.4 104.3 221 -899.4 -189.8 27 -1019.0 52.47 92 -971.4 -243.8 157 -947.4 122.2 222 -899.4 -171.8 28 -1019.0 69.03 93 -971.4 -225.8 158 -947.4 134.2 223 -899.4 -153.8 29 -1019.0 89.46 94 -971.4 -207.8 159 -947.4 146.2 224 -899.4 -135.8 30 -1019.0 104.3 95 -971.4 -189.8 160 -947.4 158.2 225 -899.4 -117.8 31 -1019.0 122.2 96 -971.4 -171.8 161 -947.4 170.2 226 -899.4 -99.78 32 -1019.0 134.2 97 -971.4 -153.8 162 -947.4 182.2 227 -899.4 -81.78 33 -1019.0 146.2 98 -971.4 -135.8 163 -947.4 194.2 228 -899.4 -63.78 34 -1019.0 158.2 99 -971.4 -117.8 164 -947.4 206.2 229 -899.4 -45.78 35 -1019.0 170.2 100 -971.4 -99.78 165 -947.4 218.2 230 -899.4 -27.78 36 -1019.0 182.2 101 -971.4 -81.78 166 -947.4 230.2 231 -899.4 -15.89 37 -1019.0 194.2 102 -971.4 -63.78 167 -947.4 242.2 232 -899.4 -4.0 38 -1019.0 206.2 103 -971.4 -45.78 168 -947.4 254.2 233 -899.4 9.13 39 -1019.0 218.2 104 -971.4 -27.78 169 -923.4 -369.8 234 -899.4 20.13 40 -1019.0 230.2 105 -971.4 -15.89 170 -923.4 -351.8 235 -899.4 33.0 41 -1019.0 242.2 106 -971.4 -4.0 171 -923.4 -333.8 236 -899.4 40.93 42 -1019.0 254.2 107 -971.4 9.13 172 -923.4 -315.8 237 -899.4 52.47 43 -995.4 -369.8 108 -971.4 20.13 173 -923.4 -297.8 238 -899.4 69.03 44 -995.4 -351.8 109 -971.4 33.0 174 -923.4 -279.8 239 -899.4 89.46 45 -995.4 -333.8 110 -971.4 40.93 175 -923.4 -261.8 240 -899.4 104.3 46 -995.4 -315.8 111 -971.4 52.47 176 -923.4 -243.8 241 -899.4 122.2 47 -995.4 -297.8 112 -971.4 69.03 177 -923.4 -225.8 242 -899.4 134.2 48 -995.4 -279.8 113 -971.4 89.46 178 -923.4 -207.8 243 -899.4 146.2 49 -995.4 -261.8 114 -971.4 104.3 179 -923.4 -189.8 244 -899.4 158.2 50 -995.4 -243.8 115 -971.4 122.2 180 -923.4 -171.8 245 -899.4 170.2 51 -995.4 -225.8 116 -971.4 134.2 181 -923.4 -153.8 246 -899.4 182.2 52 -995.4 -207.8 117 -971.4 146.2 182 -923.4 -135.8 247 -899.4 194.2 53 -995.4 -189.8 118 -971.4 158.2 183 -923.4 -117.8 248 -899.4 206.2 54 -995.4 -171.8 119 -971.4 170.2 184 -923.4 -99.78 249 -899.4 218.2 55 -995.4 -153.8 120 -971.4 182.2 185 -923.4 -81.78 250 -899.4 230.2 56 -995.4 -135.8 121 -971.4 194.2 186 -923.4 -63.78 251 -899.4 242.2 57 -995.4 -117.8 122 -971.4 206.2 187 -923.4 -45.78 252 -899.4 254.2 58 -995.4 -99.78 123 -971.4 218.2 188 -923.4 -27.78 253 -875.4 -369.8 59 -995.4 -81.78 124 -971.4 230.2 189 -923.4 -15.89 254 -875.4 -351.8 60 -995.4 -63.78 125 -971.4 242.2 190 -923.4 -4.0 255 -875.4 -333.8 61 -995.4 -45.78 126 -971.4 254.2 191 -923.4 9.13 256 -875.4 -315.8 62 -995.4 -27.78 127 -947.4 -369.8 192 -923.4 20.13 257 -875.4 -297.8 63 -995.4 -15.89 128 -947.4 -351.8 193 -923.4 33.0 258 -875.4 -279.8 64 -995.4 -4.0 129 -947.4 -333.8 194 -923.4 40.93 259 -875.4 -261.8 65 -995.4 9.13 130 -947.4 -315.8 195 -923.4 52.47 260 -875.4 -243.8 Project:52152-APPENDIX A 34 of 81 5/8/09 1) W W W W W W W W W W W W W W W W W W U., W W W W W W W W W W W W N N NJ NJ N.) NJ A) NI NJ b.) NJ NJ A) NJ A) N.) K.) 10 N N N A) N N b.) A) IQ IV A) N.) N NJ N N N N A) NJ NJ O W N N N N N N 1) N Al N r r I-, N P r P N P N 0 0 0 0 0 0 0 0 0 0 (O WO WO WO WO WO (O 10 (O IO CO CD CO CO CO CO CD CO m CO -4 -4 J J J J J J -4 -4 01 CA 01 01 Cr. 01 01 al 01 (D 0 10 CO -4 01 I/1 IP W N r 0 10 CO J 01 UI A W N N 0 10 CO J 01 UI A W N N 0 WO CO J 01 UT A W 1J H 0 10 CO J 01 Ui A W N r 0 IO CO J 01 111 A W N) H 0 (O CO J 01 VI IP W N P CO 01 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CO CO CO CO CO CO CO CO CD CD CD CO O CO CO CO CO OD O CD CO CO CO CO CO CD CO CD CD CO CO CO CO CO CO CD CO O CO CD CO CO O CD CO O CO CO O CD CD OD O CO CO CO CO a) co CO 03 CO CO O CO O CO CO CO CO U VI UI U• N Vl Ut VI III Vl IP 1JI Vl O Ut UI VI UI VI U• IP Ill LP VI Ill UI Ul ll1 VI IP Ul VI U1-IP V1 IP 1/1 J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J N r r I-, r I-, N I-, r r I-, I-, r r r H I-I r r I-, I-) I-, r I-, I-, I-, r r r I-, r H I-, r r I-, r VI Il V1 In U V1 VI In VI VI 1.11 Il lit VI V U1 V1 In If 111 VI VI V1 1l1 VI VI V (II VI (.11 I7 V1 VI lP x • . . . . • i i . i i i . n A A A .A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A P A A A A A A A A P A A A A A A A A IP A A A A A A A A A A A IP A A A A A z r r r r r r r I I I I I ' ' ' ' ' ' ' ' N N N N N r r r r r r r r • I r r r r r N N r r r r r N N N N N N W W W W lP A W r 0 <D co J U1 A W N O O O1 V1 A W N r N A 01 CO lD r W VI J OD O N O CO J V1 A W N 0 O Ol IP A W N I r N A 01 CO (0 r W V1 J W O N A Ol J (O r W In C1 A N O OD O1 IP N O O 01 A N A (D (O N O W O (0 A U1 J V1 W r l0 J V1 W F-' (O J lP IC N O co 01 A N P. \O IO N O W O (D A • J Vl W r l0 J VI W r (D J lP W r l0 J N W r ID • k N N N N N N W A O A (O O r r 0 CO J J J J J ' • • • • • • • • N N N N N N N N N N N N W A O A (O O r r O CO J J J J J O ' 0 0 0 O CO W .-4 W W W (O co 0, op co W CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 01 W J W W W (0 CO CO CO O CO A W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O WO CD J 01 Ul A W NJ r 0 (D CO CDJ 01 UI A W N N 0 WO CO J 01 U1 A W N I 0 ID CO J 01 I/1 A W N I"I O 10 OD J 01 UI A W N N 0 (O CO J 01 VI A W N I 0 IC, CO J 01 VI A W N F+ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Y CO CD CO CO CD CO CO CO CO CO CO CD CO OD CO CO CO CO CO CO CO CO CO CO CO OD CD CO CO OD CO CD CO O CO O CO CD O CO CD W CO CD CO CD CO CO CO CD CD CD CO CD W CD CO OD CO CO OD CO CO CD CO CO CO CO CO CO C 0 0 0 0 0 O O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 NJ A) IQ NJ NJ N., NI N./ N.) N./ A) N.) NJ N NJ NI NJ N NJ NI A) NI NJ N N NJ A) N NJ N., NJ N NJ NJ N.) IQ A.) NI N.) NJ NJ NIVI Ul N UI LP VI D W W W W W W W W W W W W W W W W W W W W W W J J J J J J J -4 J -4 -4 J J -4 J -4 -4 J J J -4 -4 -4 J J -4 -4 J ...I J -4 J .4 J -4 J -4 -.I -4 J J -4r I., r r r I-, A A A A A A A A A A A A A A A .1. 4 .1. 144 .4A A A A A A A A 1A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A Z C 1 1 1 1 1 ' I N N N N N r r r r r r r r I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I I N N N N N r �{ r r r r r N N N N N N W W W W r r r I-' N N N N N N W W W W UI A W r O (O H N A 01 CO l0 U, A W r 0 ID N J lP A W N O coO 01 In A W N I r N A Ol O l0 W Vl J OD O N A Ol J (O r W VI 01 A N O O O1 A A N J N W r (O r W Vl J OD O N A 01 J IO r W VI 01 A N O W Ol A N O CD O1 A N A ID (O N O W O (O A N J U1 W H (O J W I. J v+ W r (D J ut W r l0 J In W r lO . N N N N N N Om J J J J J • • • • • • • • • • • • N N N N N N N N N N N W A O A 41 O N r O O J J J J J CO O CO CO CO O CO CD CO O O OD OO OO OO C (O co co co co co CO CO CO CO O CO O CO CO O COO COO COO COO COO 01 W J W W W (O co co CO co co W Z Cll O O CO A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 1A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A J 01 01 01 01 01 01 01 01 01 01 LP UI Ut UI In UI UI VI UI Ul A A A A A A A A A A W W W W W W W W W W N N N N N N N N N N N N N r r r r r r r 0 0 0 0 0 0 0 0 0 C 0 kb OD J 01 U1 A W N N 0 10 OD J 01 Ul A W N r 0 10 OD J 01 UI A W N N 0 IO CO J 01 UI A W N N 0 IO CO J 01 U1 A W N M 0 10 CO J 01 UI A W N r 0 IO CO J 01 U1 A W N r r n 1 1 1 1 1 1 1 1 1 0 J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J CO CO CO O CO CO CO O CO O CO CO CO CO CO CO CO CO CO CO DO 0 V1 U1 Ut U1 VI Ill U1 IP (D ID (O (O (O (O 1 b ..00 (O O WO ID (O (O (0 (D (O ID (O (O l0 (O ID (O (O ID (O ID (O (D (O (D (O (O ID (O (0 l0 IO (O (D (D W W O W OW O W W W W W W W W W O W O O O x 0 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 4, A A A A A A A A A A A A A A A A A A A A A A n m illiI I " ' N NJ N NJ NJ I-, r r r r r I-, r CO N N N N W W W U.'iiiiiili NI NI IQ IV N.) I-, r I-, r A r r I, I I 1 I 1 I r r r r p N N N N N N W W W W U1 A W r 0 IO O J U1 A W N..) O co0) U1 A W toA 01 J (O r W Li' O1 V1 A W r O l0 O J V1 A W NJ 0 CO O1 U, A W Iv I r N A 01 co Lc) r W U1 -4 O O N A 01 J (D H W U1 O1 A N.) O co 01 A NJ COO1 A N A ID (C) N.) O W O IC, A NJ O CO 01 A N.) O co 4• A NJ A (O (O NI O W O (O A N --I Vt W r (O W r t0 J Ut W r (O J lP W r (O W r (O J Ul W r l0 NJN N.) NJ NI N NJ NJ IQ N NJ NI W A O A (O O I-, I-, NJ A) N A) NJ A) NJ NJ N.) NJ NJ NJ W A O A O r r O CO -4 -4 -4 J -4 CO CO CO CO 0 COCO COOO CO CO CO CODO CO01 W J W W W CO CO CO CD CO CO CO CO 01 W -441 W W W (O co OD co co co A (�i ()J W W W W W W W W N 1.) 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U1 A 1J N r Co ID O J T N A W N r 0 10 O J T U1 A W N H 0 10 co J T 111 A W N r A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A r r r r H r H r r r r r r r H H r r r H r r r r r H r H H H H H r r H H ID I ID ID ID ID 10 ID ID ID I x L.., L., W W 4, W 4, W 4/ 4, 4, W W W W 4, 4., W 4, W W W 4, W 4, 4, W W 4., 4, W 4, 4, 4., IO IO IO 1O LID10 10 ID 10 10 D ID ID ID LC, Ip ID IO ID ID ,CI ID IDLC, ID 10 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A I I I I I I I I I I I I I I N N N N N I-, I-, I-, r I-, r I' r I I I I I I111111111 r I-, I-, I-, I-, N N N N r I-, r r r I I I I-, r I--, I-, r N N N N N N W W 4., 4-, U1 A W r 0 ID co J 111 A W N 0 co T-U1 A W N I r N A 0, co IO r W Ill J O O N A T N A W N 0 CO 01 U1 A 4, N I r N A T co ID r W UI J CC O N A T J 10 r W Ul T A N G CO T A N G C0 T A N A O 10 N O W O 10 A U1 J U1 W r 10 J V1 W r 0) J Ut W r IC CO a, 4, 4... 4, 10 tD N O W O l0 A LA J N W r l0 J Vl W r O J UI W r IO J Ul W r 1p WN N N N W A 0 4 O 0 H r 0 O J -4 J J J ' N N N N N N N N N N N N W A O A 10 O I-, I-, O CO J .4 J J J • CO CO CO CO CO CO CO CO WI T W J L., W W ID co co co co or., CO co co co co CO CO CO OD O CO CO CO CO CO ON WSJ W U., W 1D cc, coO co co N Is) N N N N A) A) N Ai hi A) A.) 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NJ N NI N NJ NI W A 0 A (D O r r O CO -4 J -4 -4 --I CD CO CO CO CO CDCO CD CO CO CO CO CO COC1 W J W W W (D co co co co co CO 01 W J W W W Lc, a, cc, cc, O co W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Ur W W Ur W W W W Ul W W NFes, F-, N r Fes, r F-, r F-, F-, 0 0 0 01 01 0 0 0 0 0 (N0 (N0 (N0 (N0 (N0 (N0 (N0 (N0 1N0 (N0 CON CON NO CON CON CON CND CON CO OND J J J J J J J J J v 0011 0011 0N1 0Ni 0011 0011 0011 CN1 0N1 0011 Uzi UU1 UNI Ur (Nil UO1 (Nil Ul (Oil 0 (0 CO J 01 U1 A W N r 0 (0 CO J C1 Ul A (J N r 0 (0 CO J 01 U1 A W N r 0 (0 CO J C1 Ul A tJ N r 0 (0 CO J 01 U1 A W N r 0 (0 CO J 01 U1 A W N r 0 (O CO J 01 U1 A W N r N Iv N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 10 10 (0 10 (D (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 10 (O (D (0 (0 10 (0 (0 1D (0 (0 (0 (O (0 i0 10 (D (0 MD ..0 (0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W (D (O 10 10 (O (O (O 1D (0 (O 10 (O (O 10 1O 1O (O (0 (O (O 10 (O (O (0 10 (O (O (O (O (D (D (O (0 (O (O (0 1!C A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A N N IV N N r r r r r r r r 1 1 1 1 1 1 / 11111111 r r r r r N N N N r r r r r I 0 r r r r r N N N N N N W W W W U1 A W r 0 (0 Co J U1 A W N O co 01 U1 A W N ( r N A 01 O (D U• A W N 0 CO Cr, N A W N , r N A Q> CO O F. W'1n J CO O N A 01 J 10 r W U1 01 A N O co 01 A N O O 01 A N A (O O N O W O O A Ut J U1 W r (D F' W U1 J CO 0 N A 01 CO . . . N . . . . . . . . . . . . . . lD . J U1 W r 10 J U1 W r K J N W r O J N W r NO J N W r W O N N N N W A 0 A 10 0 r r 0 CO J J J J J ' • • • • • • • • • N N N N N N N N N N N W A 0 A (O 0 r F. O CO J J J J J W O CO CO CO CO CO CO CO 01 W J W W W 1O co co co O co CO CO CO CO CO CO O CO CO CO CO COO COO COO COO 01 W J W W W 10 O O co O co 13 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 01 01 01 01 01 01 01 01 01 01 01 01 01 CA 01 01 01 O1 as 01 01 01 01 01 01 01 as 01 01 01 01 01 01 01 01 01 01 01 O1 01 01 01 01 01 01 O1 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 �. 10 CO CO a, CO m CO m CO CO CO J .4 J "4 ,3 J J J "4 .1 01 01 01 01 01 01 01 01 01 01 U1 U1 U1 U1 U1 U1 1/1 VI U1 LA A A A A A A A 'A 1A O. W W W W W W W W W W N A) N N N N N N N 0 0 10 CO J 01 UI A W N H 0 10 CO J 01 VI A W N H O 1O CO v 01 U1 A W N H 0 1O CO J 01 U1 A W N r 0 10 CO J 01 LA A W N H 0 10 CO J 01 US A W 1) H 0 10 CO J 01 U1 A W 10 r CT 1,4 1O 1O 10 10 10 10 10 1O l0 lD 10 10 0 lD 10 10 0 10 10 1O SO 1O 1O 1O 10 1O 10 10 10 0 10 1O SO 10 1O l0 0 10 10 SO lD 10 10 10 l0 SO SO 10 10 10 10 10 lD 10 lD 10 10 10 10 0, 10 10 10 10 10 10 10 10 10 10 J J J J J J J J J J J J J J J J J J J J A A A A A A A 'A A A 'A 'A 'A 'A 'A S' A A .4 'A A A A A A A A A A A A A A A A A A A A A A 'A N N Al N N N N N N H r r H H H H r r H H r H H r H H H r H J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J W W W W W W W W ,, 'n 44, 4 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 4. 4 A A A A A A A A A A A A A A A A A A A A A 4444, m I , N N N N N H r r r H H H H 1 N N N Al N H H H O r r H H H N N N N N N W W W W U1 A W r 0 1O CO J V1 A W N O to O1 U1 A W N , H N A O1 co l0 H r H r H N N N N N N W W W W V1 A W H O 10 co J N A Ot COOD 1O H W U1 J co O N A co J 10 H W V1 Ot W V1 -4 CO 0 N A 01 .410 I-. 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J V1 W r 10 J V1 W H 10 J Vl W H lD J J J J J N N N N N N N N N N N N W A O A l0 0 H I-, O CO -4 -4 --I -4 -4NA) N N N N N N n co co co co co CO CO W CO CO CO CO CO CO CO CO CO CD CO CD 01 W -4 W W W l0 co co co OD co CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J J J .1 J J J .1 J .1 J J J .1 J J J J .1 .i J J J J .7 J .1 J .1 .1 J -4 J J J J J '1 .1 J .1 J .1 11 .1 .1 .1 .1 J .1 .1 '1 J .1 .1 J .1 .1 .1 .1 .1 01 01 01 O1 01 O1 01 CO 01 O 10 CO J 01 U1 A W N r 0 10 CO J 01 U1 A W 10 r 0 10 0) J 01 U1 A W N r 0 10 CO J 01 V1 A w N r 0 10 OD .1 CO U1 A W N H 0 10 CO .1 01 111 A W N r O 10 CO +1 01 U1 A W 1,1 H H H H H H H 10 10 10 l0 10 1O SO 0 10 10 10 10 0 10 10 1D l0 1O 1D SO l0 SO l0 10 10 10 lD 10 10 10 1O 1O SO SO 1O l0 10 10 l0 1O 10 10 1O 10 10 10 10 10 10 1D 10 1D 1O 0 SO 10 10 10 10 10 10 1O 1O 1O d O 0 O O .0O 10 10 10 1D 0, 10 10 0, SO 10 10 30 10 10 30 1O 10 10 10 10 10 10 10 lD lD SO 10 10 SO 10 1O 1O 10 SO 10 10 0, 10 10 l0 0 ,I J ...I J J ,I ....I J J J --4 J ,I J ...4 J ,3 J J J J ,I aH H r J., H H V1 VI N VI N (n Ln al Ln ln Ln LT tn VI 1.11 ul L., N u, N V1 V1 V1 VI U1 V1 U1 1n V1 Ul U V1 VI 111 Vl V1 V1 V1 V1 VI U1 Ul r H r r H H r r r H r H r H H r r r r r H r 0 0 0 0 0 0 4 'A 'A A A 'A 'A IA A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A Z .13 3 3 I N N N N N H H r H H H H H I I I 3 1 1 I I 3 I 1 I 3 I I I I I I I I N IJ tJ N N H H H r H r r H I y N N W W W W V1 A W r 0 1O CO J V1 A W N O CO 01 1/1 A W N I H N A O1 co lD r r H r r N N N N N N W W W W U1 A W H O 10 co J V1 A W N O co O1 V1 A W N 1 r J 10 H W U1 Ol A N O CO Ol A N O co 0, A N A 10 1D N O W O l0 A V1 J V1 W H l0 H W U1 J OD O N A Ol J 10 r W Ul 01 A N O co 01 A N O co 01 A N A T. 10 N O W O l0 A U1 10 J V1 W H 1D . . . 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Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ID 000000000000000000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K' C7 C7 d CJ C7 O C7 t7 O C1 O C7 t7 C7 t7 t7 0 t7 0 C7 O CJ C7 CJ CJ C7 C7 O t7 C7 C7 C7 C7 0 t7 CJ O d C7 O O C7 C7 C7 CJ t7 C7 C7 O C7 C7 C7 O C7 C7 b C1 t7 C7 C7 H N Co O OJ m 0 m C H N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W m 10 J J J v -4 -4 J J J -4 J J J a J -1 -1 J J J J J J v J J J .4 J J J J J J J J m m 1/1 In U1 a 4. w a o 1n '0 (0 10 10 1n 10 '0 CO CO CO O) CO CO CO CO CO CO -4 -4 -1 -1 -4 -J -4 -4 -4 m m m m ON ON OS m ON m n, 03 a o CO H a NH l0 a m U1 a W N H O 10 CO --1 m v1 a W N H 0 10 CO .4 m U1 a W N H 0 '0 CO v m Ut a W N H 0 (0 CO J m Ut W H 10 -1 La W H 10 -.1 n <D tp 1.0 H H H H H H CD CO --I J m H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H o 0 0 0 0 0 dt1r1r1r1ddor7oodoelrl000r7oor7ddr7erl000ryrldrloerleclddrldr7r1or7otlo II it II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 11 11 II 11 II II II II II 11 II o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,1 '"c1 n � �nm "c"1 � � � �n � � � �n �n �nn � � ."1 •-c-1 000dodddod II II II u u II II II 11 II II II II II II II II II II a II II II II II II II II II 11 II II II 11 II II II II II II II II II II II II II II II II II II II 11 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O P U1 H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1 N H CO a H C 00000000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000000 0 0 0 0 00 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00000000000 0 0 0 0 O 00 00 0 00 00 14CO O '7 ',1 ,1 ^7 K1 `.1 ,1 ,1 '+1 K1 '*1 K1 K1 ,1 ^7 'c1 ^1 'C 'cl a e C7 C7 C7 C7 Cl a a a a tJ a C7 a a tJ a a a t7 t7 a a a a t7 a tJ a a a a C7 C7 H 0 a 0 0 A o o 0 Co C) 0 a • r- 0 c) Co 0 0 Part A:INPUT DATUM-BEAM ELEMENTS CONNECTIVITY MATRIX * * * * * * FOR MESH GENERATION OF * * * * * * CON/SPAN ARCH CULVERT THE NUMBER OF DATA ERRORS IS 0 THE NUMBER OF SOIL MATERIALS IS 6 THE NUMBER OF PIPE MATERIALS IS 40 THE NUMBER OF INTERFACE MATERIALS IS 0 BAND WIDTH ESTIMATE (MAX) 136 * * * * * * * MESH DATA HAS BEEN SAVED * * * * * * * A1.6 BEAM ELEMENTS CONNECTIVITY MATRIX NODE-TO-ELEMENT CONNECTIVITY MATRIX FOR BEAMS. BEAM-NODE SEQUENCE IS 1 TO NPPT. ELEMENTS CONNECTED CLOCKWISE (FORE) AND/OR COUNTERCLOCKWISE (BACK) TO A NODE ARE IDENTIFIED BY BEAM MATERIAL NUMBER 1 TO NPMAT. BEAM-NODE CONNECTED CONNECTED SEQUENCE BACK-ELEM. FORE-ELEM. 1 0 1 2 1 2 3 2 3 4 3 4 5 4 5 6 5 6 7 6 7 8 7 8 9 8 9 10 9 10 11 10 11 12 11 12 13 12 13 14 13 14 15 14 15 16 15 16 17 16 17 18 17 18 19 18 19 20 19 20 21 20 21 22 21 22 23 22 23 24 23 24 25 24 25 26 25 26 27 26 27 28 27 28 29 28 29 30 29 30 31 30 31 32 31 32 33 32 33 34 33 34 35 34 35 36 35 36 37 36 37 38 37 38 39 38 39 40 39 40 41 40 0 Project•52152-APPENDIX A 50 of 81 5/8/09 Part A:INPUT DATUM-MATERIAL CHARACTERIZATION FOR SOILS A1.7 MATERIAL CHARACTERIZATION FOR SOILS PROPERTIES FOR MATERIAL 1 ******** DENSITY = 0.0 PCF YOUNGS MODULUS= 3000.0 psi POISSONS RATIO= 0.3 CONFINED MOD.= 4038.0 LATERAL COEFF.= 0.43 PROPERTIES FOR MATERIAL 2 ********ML95 DENSITY = 125.0 PCF CONTROLS FOR DUNCAN SUBROUTINE WITH SELIG HYPERBOLIC BULK MODULUS FORMULATION MAXIMUM ITERATIONS 5 ENTERING ELEMENT RATIO .5000 HYPERBOLIC STRESS-STRAIN PARAMETERS SOIL CLASSIFICATION ML95 COHESION INTERCEPT C 4.0 psi FRICTION ANGLE PHIO (DEG) . - 34.0000 10-FOLD REDUCTION IN PHIO(DEG) .0000 SCALED MODULUS NUMBER ZK 440.0000 MODULUS EXPONENT ZN .4000 FAILURE RATIO RF .9500 INIT BULK MODULUS NUMBER DI. 120.8000 ULT VOLUMETRIC STRAIN EU .0430 PROPERTIES FOR MATERIAL 3 ********concrete DENSITY = 150.0 PCF YOUNGS MODULUS= 3605000.0 psi POISSONS RATIO= 0.17 CONFINED MOD.= 3875000.0 LATERAL COEFF.= 0.2 PROPERTIES FOR MATERIAL 4 ********SM90 DENSITY = 156.0 PCF CONTROLS FOR DUNCAN SOIL MODEL MAXIMUM ITERATIONS 5 ENTERING ELEMENT RATIO .5000 HYPERBOLIC STRESS-STRAIN PARAMETERS SOIL CLASSIFICATION SM90 COHESION INTERCEPT C 0.0 psi FRICTION ANGLE PHIO (DEG) 32.0000 10-FOLD REDUCTION IN PHIO(DEG) 4.0000 SCALED MODULUS NUMBER ZK 300.0000 MODULUS EXPONENT ZN .2500 FAILURE RATIO RF .7000 BULK MODULUS NUMBER BK 250.0000 BULK MODULUS EXPONENT BM .0000 PROPERTIES FOR MATERIAL 5 ******** DENSITY = 0.0 PCF YOUNGS MODULUS= 5000.0 psi POISSONS RATIO= 0.3 CONFINED MOD.= 6731.0 LATERAL COEFF.= 0.43 PROPERTIES FOR MATERIAL 6 ******** DENSITY = 0.0 PCF YOUNGS MODULUS= 8000.0 psi POISSONS RATIO= 0.3 CONFINED MOD.= 10770.0 LATERAL COEFF.= 0.43 Project 52152-APPENDIX A 51 of 81 5/8/09 Part A:LOAD INCREMENT 1:Dead Load of Structure-STRUCTURAL RESPONSE OF BRIDGE A2 LOAD INCREMENT 1: DEAD LOAD OF STRUCTURE A2.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V@C, T®C = Shear and Thrust values at the center of the element between node BN and node BN+1 _ X-D Y-D NP SP MOMENT THRUST SHEAR CD V®C T®C 1(1448) -.08 -.14 0.02 1.27 0.0 -5.36 2.83 0.0 -2.83 -5.27 2(1449) -.07 -.14 0.02 1.27 -2.8 -5.18 2.83 0.0 -2.83 -5.09 3(1450) -.07 -.14 -.05 1.34 -5.61 -5.06 2.69 0.0 -2.83 -4.88 4(1451) -.06 -.14 -.19 1.46 -8.4 -5.06 2.27 0.0 -2.83 -4.67 5(1452) -.06 -.14 -.37 2.02 -10.25 -4.93 1.97 0.0 -2.83 -4.3 6(1453) -.05 -.14 -1.29 2.11 -13.3 -4.54 -.01 0.0 -2.83 -3.82 7(1471) -.05 -.14 -1.86 1.12 -11.02 -4.26 -1.69 0.0 -2.83 -3.4 8(1508) -.04 -.15 -1.44 0.82 -8.88 -4.05 -1.38 0.0 -2.83 -3.03 9(1545) -.04 -.16 -1.18 0.57 -6.8 -3.8 -1.38 0.0 -2.83 -2.75 10(1561) -.03 -.17 -1.07 0.45 -4.74 -3.62 -1.32 0.0 -2.83 -2.5 11(1597) -.03 -.19 -1.04 0.4 -2.85 -3.49 -1.21 0.0 -2.83 -2.26 12(1633) -.02 -.2 -1.05 0.36 -1.12 -3.37 -1.1 0.0 -2.83 -2.02 13(1668) -.02 -.22 -1.07 0.33 0.44 -3.26 -.99 0.0 -2.83 -1.78 14(1683) -.01 -.23 -1.08 0.29 1.85 -3.16 -.88 0.0 -2.83 -1.54 15(1718) -.01 -.25 -1.07 0.24 3.09 -3.07 -.76 0.0 -2.83 -1.3 16(1752) 0.0 -.26 -1.07 0.2 4.14 -3.0 -.64 0.0 -2.83 -1.07 17(1786) 0.0 -.28 -1.09 0.16 5.02 -2.94 -.52 0.0 -2.83 -.83 18(1800) 0.0 -.29 -1.09 0.12 5.7 -2.89 -.39 0.0 -2.83 -.59 19(1834) 0.0 -.29 -1.1 0.08 6.2 -2.86 -.26 0.0 -2.83 -.35 20(1868) 0.0 -.3 -1.09 0.04 6.49 -2.84 -.13 0.0 -2.83 -.12 21(1902) 0.0 -.3 -1.1 0.0 6.59 -2.83 0.0 0.0 -2.83 0.12 22(1916) 0.0 -.3 -1.1 -.04 6.49 -2.84 0.13 0.0 -2.83 0.36 23(1950) 0.0 -.29 -1.09 -.08 6.19 -2.86 0.27 0.0 -2.83 0.59 24(1984) 0.0 -.29 -1.09 -.12 5.69 -2.89 0.4 0.0 -2.83 0.83 25(1998) 0.0 -.28 -1.08 -.16 5.01 -2.94 0.52 0.0 -2.83 1.07 26(2032) 0.0 -.26 -1.08 -.2 4.13 -3.0 0.64 0.0 -2.83 1.3 27(2066) 0.01 -.25 -1.07 -.24 3.08 -3.07 0.76 0.0 -2.83 1.54 28(2100) 0.01 -.23 -1.08 -.29 1.85 -3.16 0.88 0.0 -2.83 1.78 29(2115) 0.01 -.22 -1.07 -.33 0.44 -3.26 0.99 0.0 -2.83 2.02 30(2150) 0.02 -.2 -1.05 -.37 -1.13 -3.38 1.1 0.0 -2.83 2.26 31(2185) 0.02 -.19 -1.04 -.4 -2.85 -3.5 1.21 0.0 -2.83 2.5 32(2221) 0.03 -.17 -1.06 -.45 -4.74 -3.63 1.32 0.0 -2.83 2.75 33(2237) 0.03 -.16 -1.18 -.57 -6.8 -3.8 1.38 0.0 -2.83 3.03 34(2273) 0.04 -.15 -1.44 -.82 -8.88 -4.06 1.38 0.0 -2.83 3.4 35(2310) 0.05 -.14 -1.87 -1.1 -11.01 -4.26 1.69 0.0 -2.83 3.82 36(2327) 0.05 -.14 -1.32 -2.13 -13.3 -4.54 0.02 0.0 -2.83 4.31 37(2345) 0.06 -.14 -.4 -2.03 -10.25 -4.94 -1.96 0.0 -2.83 4.68 38(2346) 0.06 -.14 -.13 -1.42 -8.4 -5.07 -2.27 0.0 -2.83 4.89 39(2368) 0.07 -.13 -.04 -1.3 -5.61 -5.06 -2.69 0.0 -2.83 5.08 40(2367) 0.07 -.13 -.01 -1.29 -2.8 -5.18 -2.83 0.0 -2.83 5.27 41(2366) 0.08 -.13 _ -.01 -1.29 0.0 -5.36 -2.83 0.0 Project:52152-APPENDIX A 52 of 81 5/8/09 Part A:LOAD INCREMENT 1:Dead Load of Structure-STRESSES IN BRIDGE WALL A2.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FSO PC FV 1 -212.45 -212.63 -30.34 19.59 2 -633.99 172.13 -109.81 19.57 3 -1056.6 553.33 -189.36 18.6 4 -1254.1 777.95 -221.16 13.88 5 -1015.3 661.41 -170.69 9.27 6 -522.61 344.1 -81.8 -.04 7 -721.5 486.09 -117.03 -6.18 8 -1033.4 694.41 -177.71 -7.3 9 -1232.3 792.08 -225.96 -9.8 10 -1064.5 612.52 -200.53 -10.71 11 -720.79 319.64 -133.99 -10.02 12 -360.89 34.32 -63.32 -9.1 13 -62.82 -219.33 -37.36 -8.23 14 205.38 -447.61 -89.16 -7.31 15 448.44 -681.89 -141.08 -6.33 16 653.38 -862.93 -181.87 -5.33 17 823.25 -1013.0 -215.68 -4.29 , 18 955.43 -1129.8 -241.98 -3.27 19 1053.4 -1216.4 -261.49 -2.19 20 1109.0 -1265.5 -272.55 -1.07 21 1128.3 -1282.6 -276.4 0.01 22 1108.5 -1265.0 -272.45 1.09 23 1051.9 -1215.1 -261.2 2.2 24 953.98 -1128.5 -241.69 3.28 25 821.53 -1011.5 -215.34 4.3 26 651.72 -861.45 -181.54 5.34 27 446.7 -680.36 -140.74 6.33 28 204.04 -446.5 -88.91 7.31 29 -64.18 -218.21 -37.1 8.23 30 -362.26 35.38 -63.59 9.1. 31 -722.09 320.56 -134.24 10.02 32 -1065.6 613.22 -200.73 10.7 33 -1232.9 792.48 -226.08 9.79 34 -1033.5 694.4 -177.73 7.29 35 -721.37 485.9 -117.01 6.19 36 -522.46 343.86 -81.78 0.05 37 -1015.4 661.02 -170.69 -9.24 38 -1254.7 778.0 -221.25 -13.86 39 -1056.7 553.33 -189.38 -18.61 40 -633.78 171.93 -109.77 -19.57 41 -212.73 -212.69 -30.35 -19.56 Project:52152-APPENDIX A 53 of 81 5/8/09 d D a ° m Ca W co CDD '0 —1. r 0' Z 01 � -I 0 ID A v_ �, W W W W W W W W W W N N N N N N N N N N Y r Y r r Y r Y Y Y IO O J 01 In IP W N r ",7 ID C11 r 0 ID CO J 01 VI A IJ N Y 0 ID CO J 01 VI IP W N Y O ID CD .1 01 Ut A W N H 0 �. N Y r Y r r Y r Y H Q. rt n N N N N N N N N N N N N N N N N Y r Y r H Y Y Y Y r Y Y Y Y Y r Ur VI Js IP IP IP I> A IP O N C 7 is. W I'1 W W W W W N N 1J H H Y Y 0 0 I.C. ID ID IO ID CO CO CD J J J OI OI Ol VI UI A Cr J UI UI UI UI A A L DI OI Ol to. IP N r -4 W N co VI Y O 01 W ID CO VI Y 0 01 W 0 CO VI r CO DI W IO CO in co H W N r 0 ID a0 a 0 m 01 J CD ON VI .1 0 W J r ill 0 VI 0 CT N CO A O OI N CO A 0 01 N CO W CO W J Y (D Z to 3 0 r + w n >C o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 ' ' ' ee I' 2. n 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 00000000 00 0 0 0 0 0 0 0 0 i X DTI r I-, I-, N N La La A A VI VI O1 -.1 -.1 CO CO O Z n OD CD J -.1 01 UI V1 a, i La la N) I-, I-, I-, J x -7 .11 r Z .` 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C //) .. Y I-, I-, I-, I-, 1-, 1-, N N N N N N L.) la W La La La la la La la W N N N N N N I-, r 1-, 1-, Y I-, I-. 1-, I--! C N IT1 W 0 C1 a, 01 01 J --1 --I COID I-, N AIll -.1 CO I-, N 1, L., IP W L., N I-, IC) --1 VI A N I-. ID CD --.1 -.1 -1 0) CT01 C\ d N x b 0 CO N 0 > Do H C '.0• Z i-i- 0 R'I I 0 F' H r F' H Y F' F' ' H Y Y H F' F' Y H H r F' F' F+ F' F' Y I-' H F+ F' H H I 0 I 1 d H b d Z Fi /� y r- J J W N IP W CD IP r 0 0 0 0 0 0 0 0 0 0 r H O r 0 0 0 0 0 0 0 0 0 Y IP CD N W N 10 J J b II II II II II II N J -.1 La ID N CO A CO 0, A Ut --I CO --.1 CO CO ID ID 10 ID ‘.0 J --I CO J VI A -.1 CO A --1 ID -.1 La VI A A Cn (7 C 70+ 'zi b7 UJ co w n G 3 a P, 0 m r 0 N N N N N N Y 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y'N N N N N N n 0 _ Co I-I X N CD (Y (D O O r O 0 Y H CD UI IP A W W N N N r Y 0 0 0 0 0 Y r N N N W W IP IP Ill CO r Y O O N O O 'b �7 N W IL N p. N O J J CO A W N J N J W ID A Ci N CO A A Cl) N as A ID W T VI J N N N A N W w A 'b rt Q.ro 0 rr n H 7' n w 0 (D 0. 1 I I I I I I I-, I1' F' 1 I I 0 5' Ct Ul 0 C. o a - r O O N UI CO O W C. CO O1 IP N I O N W VI In D\ 01 OI 01 O1 VI VI IP W N O N IP T COO O W O OD lP N O I'( N D fD 3 CO CD C N B•CrCD CO O J UI W N N IO J C1 ON J IO UI O N W Y CD W Cl J Ol W W Y w N O O1 ID J 0) C1 J ID N N W VI J . 4 T.0 'J PI N (D m^ H N J N N CO CD N N 10 ID A CO J J Cl J J CO J ID r VI r CO H Y CO CO N N J N r H rt 00 Ft fr'1 ''4 x Y/ y < (D 'd m '",I - rt C DI Ft I I I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 H H ID Z - n VI LT VI VI A A A A W W W W W W W N) N N N N N N) N N N) N) W W W W W W W 0 A A. A UI VI VI VI I. ID co 0 0 -.1 A N Y ID VI N 0 --I CT, A W N I-, 0 ID ID CO CO CO CO CO CD W ,.0 IO O r N la A01 J O N LT ID I-, N A -.1 En N (D N A A I-. I-, La La A ID I-, CO 01 A IP UI CO N -.1IP N 1-, N A --I N CO VI A 001 CO I-, CO A A la N A W rt CO al Z 'CS H Rr I I 1Cl) rt tli rt 0 a N N N N 1-, 0 1-, r Y I-. r I-, I-, 0 0 0 0 0 0 0 0 1 1 I 1 1 1 1 Y r Y H I-• I"' r 1 r NiN N) N) N) y' ro a AS rt Y. (D V) 01 -.1 -.1 N ID O -.1 la la La N I-. O CO -.I01 VI A N H 0 I-, N A VI Cl --ICD 0 H N la La laCl 0 ID N J --101 N N 10 a O CO ID N CO A la ID ID 1..., I-, --I VIN J 1,) L.) 0 N UI J ID I-, La ID ID ID LaVI CD N IO COZ Cat 0 Z Cl) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n h a 0 " m CT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d CD CD * 0 CD 0 - M CO rt 3 rt I I I I I I I g' N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ®L' N M O -1 0 W 00 0 OD 00 OD W OD OD Co OD 0o 0 OD 0 0 0 W OD 0D W CO CO CO OD CD 0 OD 0 CO 00 0 W W CO OD OD J (] I'S m W IP CD I--. I--. r I-. I-, I-. Y H 1-, 1-, I-, r I-, Y H H I-, I-, r I-, I-. 1--, I-, I-, r I-, I-, 1-, I-, Y 1-, I, I-, N CD .1, La1D--, ID ro I I I I I I 1 1 l I I 1 1 UI 0 IP IP IP W W W N N N N) Y r r Y 0 0 0 0 1 I Y Y Y H N N N N W W W A A A VI VI f] rt VI N ID 01 W CO IP O J UI N O J VI W O CO UI W H Y W UI CO O W VI J O N in J O IP co W O1 ID N VI n ID ID J CD r N W VI 01 N CO A J w ID C1 N N In ID W J A CO N 01 VI W N J a\ ID CD CrCD rt N Crt co O Part A:LOAD INCREMENT 2:Backfill to Mid-Leg-STRESSES IN BRIDGE WALL A3.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FSO FC FV 1 -227.1 -227.28 -32.43 18.54 2 -629.66 148.92 -108.53 19.27 3 -1049.1 536.25 -187.71 18.8 4 -1251.0 772.72 -220.54 13.97 5 -1010.8 657.53 -169.91 9.18 6 -519.74 341.74 -81.35 -.07 7 -715.95 481.64 -116.12 -6.21 8 -1022.1 685.23 -175.74 -7.35 9 -1213.0 776.57 -222.35 -9.85 10 -1039.6 592.64 -195.67 -10.76 11 -693.24 297.67 -128.57 -10.07 12 -332.86 11.1 -57.79 -9.14 13 -33.4 -243.76 -42.93 -8.27 14 236.01 -473.1 -94.97 -7.34 15 480.37 -709.63 -147.35 -6.35 16 686.19 -891.48 -188.32 -5.35 17 856.79 -1042.2 -222.28 -4.31 18 989.58 -1159.5 -248.71 -3.29 19 1087.9 -1246.5 -268.29 -2.19 20 1143.7 -1295.8 -279.4 -1.07 21 1163.1 -1312.9 -283.25 0.01 22 1143.1 -1295.3 -279.28 1.1 23 1086.3 -1245.0 -267.97 2.21 24 987.91 -1158.0 -248.37 3.3 25 854.81 -1040.5 -221.88 4.33 26 684.16 -889.67 -187.91 5.36 27 478.18 -707.71 -146.92 6.36 28 234.24 -471.62 -94.64 7.34 29 -35.2 -242.27 -42.59 8.27 30 -334.68 12.54 -58.15 9.14 31 -694.98 298.94 -128.91 10.07 32 -1041.1 593.69 -195.95 10.75 33 -1214.0 777.22 -222.53 9.84 34 -1022.4 685.36 -175.8 7.34 35 -715.9 481.52 -116.11 6.22 36 -519.67 341.55 -81.34 0.09 37 -1011.0 657.21 -169.95 -9.16 38 -1251.8 772.86 -220.68 -13.95 39 -1049.6 536.34 -187.78 -18.81 40 -629.71 148.72 -108.53 -19.28 41 -227.51 -227.49 -32.46 -18.52 Project. 52152-APPENDIX A 55 of 81 5/8/09 Part A:LOAD INCREMENT 3:Backfill to Haunch-STRUCTURAL RESPONSE OF BRIDGE A4 LOAD INCREMENT 3: BACKFILL TO HAUNCH A4.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V@C, TOC = Shear and Thrust values at the center of the element between node BN and node BN+1 1 X-D Y-D NP SP MOMENT THRUST SHEAR CD V®C T@C 1(1448) -.09 -.2 -1.51 2.63 0.0 -6.5 2.4 0.0 -2.51 -6.32 2(1449) -.08 -.2 -1.51 2.63 -2.49 -6.13 2.62 0.0 -2.73 -5.94 3(1450) -.08 -.2 -1.2 3.13 -5.19 -5.78 2.66 0.0 -2.89 -5.47 4(1451) -.07 -.2 -.3 3.19 -8.02 -5.52 2.28 0.0 -2.89 -5.0 5(1452) -.06 -.2 -.89 3.12 -9.86 -5.16 2.01 0.0 -2.94 -4.42 6(1453) -.05 -.2 -1.13 2.9 -13.04 -4.61 0.03 0.0 -2.83 -3.82 7(1471) -.05 -.21 -1.88 1.13 -10.75 -4.26 -1.69 0.0 -2.82 -3.4 8(1508) -.04 -.22 -1.44 0.82 -8.62 -4.05 -1.38 0.0 -2.82 -3.03 9(1545) -.04 -.23 -1.18 0.57 -6.54 -3.8 -1.38 0.0 -2.82 -2.75 10(1561) -.03 -.24 -1.07 0.45 -4.48 -3.62 -1.32 0.0 -2.82 -2.5 11(1597) -.03 -.26 -1.04 0.4 -2.59 -3.49 -1.21 0.0 -2.83 -2.26 12(1633) -.02 -.27 -1.05 0.36 -.87 -3.37 -1.1 0.0 -2.83 -2.02 13(1668) -.02 -.29 -1.07 0.33 0.7 -3.26 -.99 0.0 -2.83 -1.78 14(1683) -.01 -.31 -1.08 0.29 2.11 -3.16 -.88 0.0 -2.83 -1.54 15(1718) -.01 -.32 -1.07 0.24 3.34 -3.07 -.76 0.0 -2.83 -1.3 16(1752) -.01 -.34 -1.07 0.2 4.39 -3.0 -.64 0.0 -2.83 -1.07 17(1786) 0.0 -.35 -1.09 0.16 5.26 -2.94 -.52 0.0 -2.83 -.83 18(1800) 0.0 -.36 -1.09 0.12 5.94 -2.89 -.39 0.0 -2.83 -.59 19(1834) 0.0 -.37 -1.1 0.08 6.45 -2.85 -.26 0.0 -2.83 -.35 20(1868) 0.0 -.37 -1.09 0.04 6.73 -2.83 -.13 0.0 -2.83 -.12 21(1902) 0.0 -.37 -1.1 0.0 6.83 -2.83 0.0 0.0 -2.83 0.12 22(1916) 0.0 -.37 -1.1 -.04 6.73 -2.83 0.13 0.0 -2.83 0.36 23(1950) 0.0 -.37 -1.09 -.08 6.44 -2.85 0.27 0.0 -2.83 0.59 24(1984) 0.0 -.36 -1.09 -.12 5.93 -2.89 0.4 0.0 -2.83 0.83 25(1998) 0.0 -.35 -1.08 -.16 5.25 -2.94 0.52 0.0 -2.83 1.07 26(2032) 0.0 -.34 -1.07 -.2 4.38 -3.0 0.64 0.0 -2.83 1.3 27(2066) 0.01 -.32 -1.07 -.24 3.33 -3.07 0.76 0.0 -2.83 1.54 28(2100) 0.01 -.31 -1.08 -.29 2.09 -3.16 0.88 0.0 -2.83 1.78 29(2115) 0.01 -.29 -1.07 -.33 0.69 -3.26 0.99 0.0 -2.83 2.02 30(2150) 0.02 -.27 -1.05 -.37 -.88 -3.37 1.1 0.0 -2.83 2.26 31(2185) 0.03 -.26 -1.04 -.4 -2.6 -3.5 1.21 0.0 -2.83 2.5 32(2221) 0.03 -.24 -1.06 -.45 -4.49 -3.63 1.32 0.0 -2.83 2.75 33(2237) 0.04 -.23 -1.18 -.57 -6.54 -3.8 1.38 0.0 -2.83 3.03 34(2273) 0.04 -.22 -1.44 -.83 -8.62 -4.05 1.38 0.0 -2.83 3.4 35(2310) 0.05 -.21 -1.88 -1.1 -10.75 -4.26 1.69 0.0 -2.83 3.82 36(2327) 0.05 -.2 -1.2 -3.0 -13.04 -4.62 -.02 0.0 -2.94 4.44 37(2345) 0.06 -.2 -.91 -3.12 -9.87 -5.18 -2.0 0.0 -2.88 5.02 38(2346) 0.07 -.2 -.25 -3.15 -8.03 -5.54 -2.28 0.0 -2.9 5.48 39(2368) 0.07 -.2 -1.19 -3.09 -5.2 -5.79 -2.66 0.0 -2.73 5.95 40(2367) 0.08 -.2 -1.53 -2.66 -2.49 -6.14 -2.62 0.0 -2.51 6.33 41(2366) 0.08 -.2 -1.53 -2.66 0.0 -6.52 -2.4 0.0 Project:52152-APPENDIX A 56 of 81 5/8/09 Part A:LOAD INCREMENT 3:Backfill to Haunch-STRESSES IN BRIDGE WALL A4.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FS0 = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FS0 FC FV 1 -257.54 -257.72 -36.77 16.62 2 -623.49 92.62 -106.15 18.11 3 -1021.7 469.65 -181.54 18.35 4 -1221.8 718.32 -214.63 13.96 5 -989.03 624.59 -165.97 9.45 6 -515.14 334.73 -80.6 0.07 7 -706.67 472.29 -114.58 -6.18 8 -1006.9 670.54 -173.05 -7.3 9 -1191.3 756.42 -218.21 -9.8 10 -1015.7 570.81 -190.93 -10.7 11 -670.59 276.97 -124.05 -10.01 12 -313.04 -7.81 -53.8 -9.09 13 -15.32 -261.14 -46.78 -8.22 14 252.57 -489.15 -98.53 -7.3 15 495.63 -725.18 -150.77 -6.32 16 700.28 -905.97 -191.5 -5.32 17 869.91 -1055.9 -225.26 -4.29 18 1001.9 -1172.4 -251.53 -3.27 19 1099.7 -1258.9 -271.0 -2.18 20 1155.2 -1307.9 -282.04 -1.06 21 1174.4 -1324.9 -285.87 0.01 22 1154.6 -1307.3 -281.91 1.09 23 1098.0 -1257.4 -270.66 2.2 24 1000.0 -1170.7 -251.15 3.28 25 867.62 -1053.8 -224.8 4.3 26 697.83 -903.78 -191.0 5.33 27 492.99 -722.85 -150.24 6.32 28 250.32 -487.26 -98.1 7.3 29 -17.62 -259.21 -46.34 8.22 30 -315.39 -5.91 -54.26 9.09 31 -672.85 278.67 -124.49 10.01 32 -1017.6 572.23 -191.3 10.69 33 -1192.6 757.34 -218.46 9.78 34 -1007.4 670.82 -173.14 7.29 35 -706.74 472.27 -114.59 6.19 36 -515.21 334.44 -80.61 -.05 37 -990.11 624.37 -166.14 -9.41 38 -1223.8 718.82 -214.97 -13.94 39 -1023.2 470.03 -181.81 -18.38 40 -624.3 92.43 -106.28 -18.14 41 -258.32 -258.3 -36.86 -16.62 Project. 52152-APPENDIX A 57 of 81 5/8/09 Part A:LOAD INCREMENT 4:Backfill to Mid Rise Of Structure-STRUCTURAL RESPONSE OF BRIDGE A5 LOAD INCREMENT 4: BACKFILL TO MID RISE OF STRUCTURE A5.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V@C, T@C = Shear and Thrust values at the center of the element between node BN and node BN+1 X-D Y-D NP SP MOMENT THRUST SHEAR CD V@C TCOC 1(1448) -.11 -.32 -2.69 3.83 0.0 -11.21 2.33 0.0 -2.52 -10.94 2(1449) -.11 -.32 -2.69 3.83 -2.5 -10.67 2.71 0.0 -2.91 -10.39 3(1450) -.1 -.32 -2.71 4.72 -5.38 -10.12 2.83 0.0 -3.29 -9.67 4(1451) -.09 -.32 -2.17 5.25 -8.38 -9.6 2.34 0.0 -3.52 -8.88 5(1452) -.08 -.32 -2.62 5.61 -10.19 -8.87 2.08 0.0 -3.8 -7.8 6(1453) -.06 -.32 -3.44 7.22 -13.66 -7.28 -.75 0.0 -3.62 -6.25 7(1471) -.06 -.33 -5.53 2.02 -9.36 -6.07 -3.03 0.0 -3.83 -5.13 8(1508) -.05 -.35 -4.56 1.32 -5.79 -5.74 -2.04 0.0 -4.07 -4.11 9(1545) -.04 -.36 -3.38 0.99 -3.13 -5.35 -1.58 0.0 -4.2 -3.36 10(1561) -.03 -.38 -2.6 0.79 -1.06 -5.09 -1.19 0.0 -4.26 -2.78 11(1597) -.03 -.39 -2.05 0.6 0.43 -4.91 -.85 0.0 -4.29 -2.33 12(1633) -.02 -.41 -1.39 0.38 1.48 -4.78 -.64 0.0 -4.31 -2.02 13(1668) -.02 -.43 -1.07 0.32 2.35 -4.68 -.55 0.0 -4.31 -1.78 14(1683) -.01 -.44 -1.07 0.28 3.14 -4.59 -.5 0.0 -4.31 -1.54 15(1718) -.01 -.46 -1.07 0.24 3.84 -4.52 -.43 0.0 -4.31 -1.3 16(1752) 0.0 -.47 -1.07 0.2 4.43 -4.46 -.36 0.0 -4.31 -1.06 17(1786) 0.0 -.48 -1.09 0.16 4.93 -4.41 -.29 0.0 -4.31 -.83 18(1800) 0.0 -.49 -1.09 0.12 5.31 -4.37 -.23 0.0 -4.31 -.59 19(1834) 0.0 -.5 -1.1 0.08 5.61 -4.34 -.15 0.0 -4.31 -.35 20(1868) 0.0 -.5 -1.09 0.04 5.77 -4.32 -.07 0.0 -4.31 -.12 21(1902) 0.0 -.5 -1.1 0.0 5.83 -4.31 0.0 0.0 -4.31 0.12 22(1916) 0.0 -.5 -1.1 -.04 5.77 -4.32 0.08 0.0 -4.31 0.36 23(1950) 0.0 -.5 -1.09 -.08 5.61 -4.34 0.16 0.0 -4.31 0.59 24(1984) 0.0 -.49 -1.09 -.12 5.3 -4.37 0.23 0.0 -4.31 0.83 25(1998) 0.0 -.48 -1.09 -.16 4.91 -4.41 0.3 0.0 -4.31 1.07 26(2032) 0.0 -.47 -1.07 -.2 4.41 -4.46 0.37 0.0 -4.31 1.3 27(2066) 0.0 -.46 -1.07 -.24 3.81 -4.52 0.43 0.0 -4.31 1.54 28(2100) 0.01 -.44 -1.08 -.29 3.12 -4.6 0.5 0.0 -4.31 1.78 29(2115) 0.01 -.43 -1.06 -.33 2.32 -4.68 0.55 0.0 -4.31 2.02 30(2150) 0.02 -.41 -1.43 -.42 1.46 -4.79 0.65 0.0 -4.3 2.34 31(2185) 0.02 -.39 -1.98 -.63 0.39 -4.92 0.85 0.0 -4.27 2.79 32(2221) 0.03 -.38 -2.63 -.78 -1.1 -5.11 1.19 0.0 -4.21 3.37 33(2237) 0.04 -.36 -3.4 -1.03 -3.17 -5.37 1.58 0.0 -4.09 4.13 34(2273) 0.05 -.35 -4.55 -1.31 -5.84 -5.76 2.05 0.0 -3.84 5.14 35(2310) 0.05 -.33 -5.54 -2.03 -9.42 -6.09 3.04 0.0 -3.64 6.26 36(2327) 0.06 -.32 -3.51 -7.28 -13.72 -7.31 0.75 0.0 -3.81 7.83 37(2345) 0.08 -.32 -2.64 -5.59 -10.24 -8.9 -2.08 0.0 -3.53 8.91 38(2346) 0.08 -.32 -2.12 -5.22 -8.43 -9.63 -2.35 0.0 -3.31 9.7 39(2368) 0.09 -.32 -2.68 -4.67 -5.41 -10.14 -2.84 0.0 -2.92 10.41 40(2367) 0.1 -.32 -2.72 -3.91 -2.51 -10.69 -2.73 0.0 -2.54 10.97 41(2366) 0.11 -.32 -2.72 -3.91 0.0 -11.25 -2.34 0.0 Project. 52152-APPENDIX A 58 of 81 5/8/09 Part A•LOAD INCREMENT 4:Backfill to Mid Rise Of Structure-STRESSES IN BRIDGE WALL A5.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FSO FC FV 1 -442.95 -443.09 -63.22 16.12 2 -803.77 -84.59 -131.94 18.77 3 -1220.8 323.97 -211.23 19.54 4 -1413.3 614.52 -243.78 14.32 5 -1122.2 543.92 -185.77 9.79 6 -581.99 308.03 -90.47 -2.02 7 -670.08 357.82 -107.6 -11.1 8 -774.14 358.79 -130.3 -10.78 9 -718.88 226.61 -125.99 -11.19 10 -436.5 -46.64 -73.59 -9.65 11 -146.45 -289.29 -46.81 -7.04 12 63.81 -459.05 -85.75 -5.3 13 229.78 -597,32 -117.27 -4.58 14 381.69 -724.26 -146.18 -4.11 15 522.84 -877.57 -179.47 -3.57 16 640.78 -979.56 -202.54 -3.02 17 739.6 -1065.1 -221.89 -2.44 18 815.83 -1131.0 -236.8 -1.89 19 875.02 -1182.4 -248.42 -1.26 20 906.03 -1209.1 -254.47 -.59 21 917.49 -1219.1 -256.72 0.01 22 905.51 -1208.7 -254.37 0.62 23 873.25 -1180.8 -248.06 1.29 24 813.37 -1128.8 -236.3 1.91 25 736.56 -1062.4 -221.27 2.46 26 637.28 -976.43 -201.84 3.05 27 518.7 -873.9 -178.64 3.59 28 377.65 -720.84 -145.41 4.13 29 225.13 -593.41 -116.38 4.6 30 58.29 -454.76 -84.76 5.36 31 -155.85 -282.45 -45.2 7.08 32 -444.45 -41.07 -75.11 9.65 33 -726.42 231.77 -127.38 11.23 34 -780.38 363.04 -131.37 10.81 35 -674.07 360.53 -108.24 11.13 36 -584.49 309.43 -90.86 2.03 37 -1127.4 546.87 -186.65 -9.81 38 -1420.1 618.53 -244.98 -14.37 39 -1226.3 326.97 -212.21 -19.64 40 -806.86 -83.8 -132.48 -18.88 41 -444.54 -444.52 -63.42 -16.2 Project:52152-APPENDIX A 59 of 81 5/8/09 Part A:LOAD INCREMENT 5:Backfill to 1'-0"Cover-STRUCTURAL RESPONSE OF BRIDGE A6 LOAD INCREMENT 5: BACKFILL TO 1'-0" COVER A6.1 STRUCTURAL RESPONSE OF BRIDGE . Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V(DC, T@C = Shear and Thrust values at the center of the element between node BN and node BN+1 X-D Y-D NP SP MOMENT THRUST SHEAR CD V@C T@C 1(1448) -.23 -.48 -3.58 5.22 0.0 -19.91 6.15 0.0 -6.4 -19.53 2(1449) -.22 -.48 -3.58 5.22 -6.34 -19 16 6.66 0.0 -6.92 -18.79 3(1450) -.2 -.48 -4.11 6.12 -13.19 -18.52 6.71 0.0 -7.5 -17.85 4(1451) -.18 -.48 -4.13 6.68 -20.31 -18.09 5.73 0.0 -8.0 -16.82 5(1452) -.16 -.49 -4.49 7.07 -24.95 -17.36 5.19 0.0 -8.55 -15.42 6(1453) -.13 -.49 -6.08 9.87 -33.41 -15.3 -1.0 0.0 -8.54 -13.15 7(1471) -.12 -.51 -8.87 2.63 -24.86 -13.73 -6.18 0.0 -8.97 -11.42 8(1508) -.1 -.54 -7.6 1.94 -17.27 -13.27 -4.61 0.0 -9.43 -9.76 9(1545) -.09 -.57 -6.26 1.52 -10.8 -12.58 -4.03 0.0 -9.72 -8.4 10(1561) -.07 -.61 -5.36 1.36 -5.18 -12.08 -3.39 0.0 -9.9 -7.22 11(1597) -.06 -.65 -4.81 1.24 -.68 -11.71 -2.67 0.0 -10.02 -6.16 12(1633) -.04 -.68 -4.24 0.89 2.8 -11.4 -2.08 0.0 -10.14 -5.23 13(1668) -.03 -.72 -3.83 0.68 5.54 -11.16 -1.63 0.0 -10.24 -4.4 14(1683) -.02 -.76 -3.59 0.49 7.68 -10.98 -1.24 0.0 -10.34 -3.62 15(1718) -.01 -.79 -3.19 0.42 9.26 -10.84 -.91 0.0 -10.4 -2.93 16(1752) -.01 -.82 -2.85 0.32 10.41 -10.73 -.65 0.0 -10.45 -2.31 17(1786) -.01 -.84 -2.64 0.24 11.23 -10.65 -.45 0.0 -10.48 -1.74 18(1800) 0.0 -.86 -2.45 0.15 11.76 -10.6 -.31 0.0 -10.51 -1.21 19(1834) 0.0 -.87 -2.3 0.1 12.15 -10.56 -.19 0.0 -10.52 -.71 20(1868) 0.0 -.88 -2.21 0.05 12.32 -10.54 -.08 0.0 -10.53 -.24 21(1902) 0.0 -.89 -2.17 0.0 12.38 -10.53 0.0 0.0 -10.53 0.23 22(1916) 0.0 -.88 -2.24 -.05 12.32 -10.54 0.08 0.0 -10.53 0.72 23(1950) 0.0 -.87 -2.3 -.1 12.15 -10.56 0.19 0.0 -10.51 1.21 24(1984) 0.0 -.86 -2.46 -.16 11.76 -10.6 0.31 0.0 -10.49 1.75 25(1998) 0.0 -.84 -2.63 -.24 11.22 -10.66 0.45 0.0 -10.45 2.31 26(2032) 0.0 -.82 -2.88 -.32 10.4 -10.74 0.66 0.0 -10.41 2.94 27(2066) 0.01 -.79 -3.2 -.43 9.25 -10.85 0.92 0.0 -10.35 3.63 28(2100) 0.02 -.76 -3.54 -.49 7.66 -10.99 1.25 0.0 -10.25 4.4 29(2115) 0.03 -.72 -3.87 -.67 5.52 -11.17 1.63 0.0 -10.15 5.24 30(2150) 0.04 -.68 -4.29 -.92 2.78 -11.41 2.09 0.0 -10.03 6.18 31(2185) 0.05 -.65 -4.72 -1.25 -.73 -11.72 2.67 0.0 -9.92 7.23 32(2221) 0.07 -.61 -5.4 -1.34 -5.22 -12.09 3.39 0.0 -9.73 8.41 33(2237) 0.08 -.57 -6.28 -1.57 -10.85 -12.6 4.03 0.0 -9.45 9.78 34(2273) 0.1 -.54 -7.59 -1.91 -17.33 -13.29 4.61 0.0 -8.99 11.43 35(2310) 0.12 -.51 -8.99 -2.65 -24.92 -13.76 6.2 0.0 -8.54 13.19 36(2327) 0.13 -.49 -6.16 -10.05 -33.49 -15.34 1.02 0.0 -8.56 15.49 37(2345) 0.16 -.49 -4.5 -7.04 -25.01 -17.43 -5.19 0.0 -8.0 16.89 38(2346) 0.18 -.48 -4.04 -6.68 -20.37 -18.16 -5.74 0.0 -7.53 17.92 39(2368) 0.2 -.48 -4.1 -6.06 -13.24 -18.58 -6.73 0.0 -6.94 18.85 40(2367) 0.21 -.48 -3.59 -5.38 -6.36 -19.23 -6.68 0.0 -6.42 19.62 41(2366) 0.23 -.48 -3.59 -5.38 0.0 -20.0 -6.17 0.0 Project:52152-APPENDIX A 60 of 81 5/8/09 Part A:LOAD INCREMENT 5:Backfill to 1'-0"Cover-STRESSES IN BRIDGE WALL A6.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress PSI FS0 FC FV 1 -784.85 -785.37 -112.07 42.52 2 -1719.5- 90.96 -288.8 46.06 3 -2731.8 1029.2 -479.98 46.35 4 -3222.3 1654.3 -561.06 35.08 5 -2610.3 1442.4 -434.86 24.46 6 -1374.8 791.53 -214.24 -2.68 7 -1715.5 994.82 -276.39 -22.65 8 -2169.6 1171.4 -368.08 -24.32 9 -2214.0 988.83 -395.22 -28.6 10 -1524.0 306.31 -270.53 -27.42 11 -673.05 -413.02 -103.81 -22.12 12 14.38 -973.25 -177.12 -17.21 13 536.63 -1414.3 -277.38 -13.49 14 945.68 -1760.3 -356.0 -10.3 15 1255.5 -2107.0 -430.89 -7.53 16 1478.7 -2301.8 -474.9 -5.42 17 1639.1 -2441.5 -506.44 -3.76 18 1744.9 -2533.2 -527.18 -2.58 19 1821.7 -2600.1 -542.29 -1.54 20 1854.1 -2627.9 -548.59 -.63 21 1866.7 -2638.8 -551.07 -.01 22 1854.5 -2628.4 -548.71 0.63 23 1821.0 -2599.8 -542.21 1.56 24 1744.0 -2532.7 -527.06 2.59 25 1637.7 -2440.7 -506.25 3.77 26 1477.7 -2301.5 -474.79 5.45 27 1253.2 -2105.6 -430.55 7.59 28 941.12 -1757.1 -355.24 10.32 29 532.77 -1411.7 -276.75 13.5 30 9.0 -969.49 -176.23 17.3 31 -683.27 -405.68 -105.79 22.17 32 -1532.5 312.35 -272.17 27.42 33 -2222.1 994.44 -396.71 28.63 34 -2175.9 1175.7 -369.18 24.35 35 -1719.5 997.57 -277.03 22.73 36 -1378.0 792.98 -214.75 2.73 37 -2617.9 1445.2 -436.1 -24.44 38 -3232.8 1658.8 -562.88 -35.11 39 -2740.9 1032.4 -481.57 -46.48 40 -1725.7 91.1 -289.83 -46.2 41 -788.79 -788.9 -112.56 -42.66 Project:52152-APPENDIX A 61 of 81 5/8/09 Part A.LOAD INCREMENT 6:Backfill to 2'-0"Cover-STRUCTURAL RESPONSE OF BRIDGE A7 LOAD INCREMENT 6: BACKFILL TO 2'-0" COVER A7.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) =Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth VOC, T®C = Shear and Thrust values at the center of the element between node BN and node BN+1 l_ X-D Y-D NP SP MOMENT THRUST SHEAR CD VOW T®C 1(1448) -.29 -.56 -4.12 5.74 0.0 -23.83 8.23 0.0 -8.52 -23.42 2(1449) -.27 -.56 -4.12 5.74 -8.44 -23.01 8.81 0.0 -9.11 -22.6 3(1450) -.25 -.56 -4.86 6.57 -17.47 -22.35 8.85 0.0 -9.81 -21.59 4(1451) -.23 -.56 -5.07 7.09 -26.87 -22.04 7.66 0.0 -10.43 -20.48 5(1452) -.21 -.56 ' -5.37 7.39 -33.15 -21.38 7.0 0.0 -11.13 -19.0 6(1453) -.17 -.57 -7.26 10.49 -44.5 -19.3 -.89 0.0 -11.25 -16.51 7(1471) -.16 -.6 -10.41 2.75 -34.08 -17.75 -7.55 0.0 -11.81 -14.5 8(1508) -.13 -.63 -8.8 2.11 -24.78 -17.25, -5.74 0.0 -12.37 -12.6 9(1545) -.11 -.67 -7.42 1.69 -16.57 -16.44 -5.19 0.0 -12.74 -11.0 10(1561) -.1 -.71 -6.47 1.55 -9.21 -15.85 -4.5 0.0 -12.97 -9.59 11(1597) -.08 -.76 -5.87 1.46 -3.16 -15.4 -3.66 0.0 -13.13 -8.29 12(1633) -.06 -.81 -5.23 1.12 1.73 -15.01 -2.96 0.0 -13.27 -7.15 13(1668) -.04 -.86 -4.82 0.9 5.73 -14.69 -2.43 0.0 -13.39 -6.1 14(1683) -.03 -.91 -4.59 0.7 9.02 -14.43 -1.97 0.0 -13.5 -5.1 15(1718) -.02 -.95 -4.19 0.59 11.63 -14.23 -1.54 0.0 -13.57 -4.19 16(1752) -.01 -.99 -3.87 0.45 13.65 -14.07 -1.19 0.0 -13.63 -3.35 17(1786) -.01 -1.02 -3.69 0.33 15.21 -13.95 -.89 0.0 -13.68 -2.55 18(1800) 0.0 -1.05 -3.52 0.21 16.32 -13.86 -.65 0.0 -13.72 -1.79 19(1834) 0.0 -1.07 -3.37 0.13 17.14 -13.8 -.41 0.0 -13.74 -1.06 20(1868) 0.0 -1.08 -3.29 0.06 17.55 -13.77 -.18 0.0 -13.76 -.35 21(1902) 0.0 -1.09 -3.24 0.0 17.69 -13.76 0.0 0.0 -13.76 0.35 22(1916) 0.0 -1.08 -3.31 -.07 17.54 -13.77 0.19 0.0 -13.74 1.07 23(1950) 0.0 -1.07 -3.37 -.13 17.13 -13.8 0.42 0.0 -13.72 1.79 24(1984) 0.0 -1.05 -3.52 -.23 16.3 -13.86 0.65 0.0 -13.68 2.56 25(1998) 0.0 -1.02 -3.67 -.33 15.18 -13.95 0.89 0.0 -13.64 3.35 26(2032) 0.01 -.99 -3.91 -.45 13.62 -14.08 1.2 0.0 -13.58 4.2 27(2066) 0.02 -.95 -4.2 -.6 11.59 -14.24 1.55 0.0 -13.5 5.11 28(2100) 0.03 -.91 -4.53 -.7 8.97 -14.45 1.97 0.0 -13.4 6.1 29(2115) 0.04 -.86 -4.86 -.9 5.67 -14.7 2.44 0.0 -13.28 7.16 30(2150) 0.05 -.81 -5.29 -1.16 1.66 -15.02 2.98 0.0 -13.14 8.32 31(2185) 0.07 -.76 -5.78 -1.46 -3.25 -15.42 3.66 0.0 -12.99 9.59 32(2221) 0.09 -.71 -6.51 -1.53 -9.3 -15.87 4.5 0.0 -12.75 11.01 33(2237) 0.11 -.67 -7.44 -1.74 -16.67 -16.46 5.2 0.0 -12.39 12.62 34(2273) 0.13 -.63 -8.8 -2.1 -24.89 -17.28 5.75 0.0 -11.83 14.52 35(2310) 0.15 -.6 -10.46 -2.75 -34.2 -17.78 7.57 0.0 -11.26 16.53 36(2327) 0.16 -.57 -7.34 -10.67 -44.63 -19.34 0.9 0.0 -11.15 19.06 37(2345) 0.2 -.56 -5.41 -7.38 -33.25 -21.45 -7.0 0.0 -10.44 20.55 38(2346) 0.22 -.56 -4.95 -7.09 -26.96 -22.11 -7.67 0.0 -9.84 21.65 39(2368) 0.25 -.56 -4.84 -6.49 -17.53 -22.41 -8.88 0.0 -9.14 22.65 40(2367) 0.26 -.56 -4.12 -5.9 -8.47 -23.07 -8.85 0.0 -8.55 23.49 41(2366) 0.28 -.56 -4.12 -5.9 0.0 -23.91 -8.26 0.0 Project:52152-APPENDIX A 62 of 81 5/8/09 Part A:LOAD INCREMENT 6:Backfill to 2'-0"Cover-STRESSES IN BRIDGE WALL A7.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FS0 FC FV 1 -939.22 -939.69 -134.08 56.9 2 -2188.3 217.83 -369.98 60.96 3 -3528.1 1444.3 -622.64 61.16 4 -4191.9 2252.4 -731.99 46.88 5 -3417.9 1962.0 -570.53 32.95 6 -1811.3 1071.6 -282.51 -2.4 7 -2324.8 1385.9 -374.99 -27.69 8 -3052.6 1732.4 -519.37 -30.3 9 -3274.9 1624.7 -588.61 -36.82 10 -2451.2 788.53 -443.71 -36.35 11 -1322.6 -170.22 -223.2 -30.31 12 -348.77 -956.91 -160.09 -24.57 13 414.13 -1603.6 -306.97 -20.19 14 1042.4 -2136.8 -428.04 -16.32 15 1545.5 -2671.4 -544.54 -12.78 16 1937.1 -3016.5 -622.31 -9.89 17 2238.0 -3281.7 -682.09 -7.38 18 2453.8 -3471.9 -724.95 -5.36 19 2612.4 -3612.4 -756.58 -3.4 20 2690.8 -3681.6 -772.17 -1.53 21 2719.3 -3706.8 -777.85 0.01 22 2690.2 -3681.1 -772.07 1.56 23 2609.4 -3609.9 -756.02 3.45 24 2449.3 -3468.3 -724.12 5.4 25 2232.4 -3277.2 -681.06 7.41 26 1931.2 -3011.7 -621.21 9.94 27 1537.4 -2664.9 -543.03 12.87 28 1031.1 -2127.9 -425.99 16.36 29 403.04 -1594.8 -304.95 20.21 30 -362.32 -946.21 -157.62 24.68 31 -1342.4 -155.0 -227.07 30.38 32 -2469.8 802.91 -447.31 36.37 33 -3291.9 1637.9 -591.78 36.88 34 -3065.1 1742.0 -521.53 30.34 35 -2332.4 1391.8 -376.22 27.74 36 -1816.2 1074.7 -283.27 2.43 37 -3428.3 1967.8 -572.26 -32.97 38 -4205.9 2260.4 -734.44 -46.95 39 -3539.6 1450.1 -624.69 -61.35 40 -2195.5 219.55 -371.22 -61.17 41 -942.82 -942.86 -134.52 -57.11 Project:52152-APPENDIX A 63 of 81 5/8/09 Part A:LOAD INCREMENT 7:Backfill to 4.-0"Cover-STRUCTURAL RESPONSE OF BRIDGE A8 LOAD INCREMENT 7: BACKFILL TO 4'-0" COVER A8.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft+K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth VSC, TIC = Shear and Thrust values at the center of the element between node BN and node BN+1 _ X-D Y-D NP SP MOMENT THRUST SHEAR CD WC T@C 1(1448) -.41 -.71 -5.59 6.47 0.0 -31.55 12.45 0.0 -12.84 -31.09 2(1449) -.39 -.71 -5.59 6.47 -12.72 -30.63 13.24 0.0 -13.64 -30.17 3(1450) -.37 -.71 -6.8 7.22 -26.24 -30.0 13.32 - 0.0 -14.63 -29.05 4(1451) -.34 -.71 -7.32 7.64 -40.45 -29.96 11.76 9.7 -15.57 -27.83 5(1452) -.31 -.72 -7.5 7.76 -50.28 -29.51 10.89 1.45 -16.64 -26.21 6(1453) -.26 -.73 -9.92 11.3 -67.9 -27.57 -.46 0.0 -17.11 -23.31 7(1471) -.24 -.76 -13.54 2.73 -53.87 -26.24 -10.15 0.0 -17.98 -20.78 8(1508) -.21 -.81 -11.43 2.34 -41.4 -25.71 -7.84 1.4 -18.79 -18.35 9(1545) -.19 -.86 -9.98 1.98 -29.98 -24.69 -7.32 8.16 -19.33 -16.22 10(1561) -.16 -.92 -8.92 1.91 -19.45 -23.92 -6.49 0.0 -19.7 -14.3 11(1597) -.13 -.99 -8.15 1.86 -10.62 -23.33 -5.39 0.0 -19.96 -12.52 12(1633) -.1 -1.07 -7.4 1.63 -3.32 -22.79 -4.48 0.0 -20.15 -10.89 13(1668) -.08 -1.15 -6.88 1.5 2.82 -22.3 -3.78 0.0 -20.27 -9.38 14(1683) -.06 -1.23 -6.64 1.33 8.02 -21.86 -3.15 0.0 -20.36 -7.92 15(1718) -.04 -1.31 -6.24 1.21 12.27 -21.48 -2.55 0.0 -20.4 -6.55 16(1752) -.02 -1.38 -5.92 1.07 15.68 -21.15 -2.03 0.0 -20.41 -5.24 17(1786) -.01 -1.45 -5.68 0.9 18.35 -20.87 -1.54 5.69 -20.4 -4.0 18(1800) -.01 -1.51 -5.43 0.7 20.31 -20.65 -1.14 6.85 -20.38 -2.82 19(1834) 0.0 -1.55 -5.26 0.48 21.78 -20.49 -.74 7.01 -20.36 -1.68 20(1868) 0.0 -1.58 -5.19 0.24 22.54 -20.39 -.34 7.08 -20.35 -.55 21(1902) 0.0 -1.58 -5.15 0.0 22.81 -20.36 0.0 7.11 -20.35 0.56 22(1916) 0.0 -1.58 -5.22 -.25 22.53 -20.39 0.35 7.08 -20.36 1.69 23(1950) 0.0 -1.55 -5.26 -.48 21.75 -20.49 0.75 7.0 -20.38 2.83 24(1984) 0.0 -1.51 -5.42 -.72 20.27 -20.66 1.15 6.84 -20.41 4.01 25(1998) 0.01 -1.45 -5.66 -.91 18.3 -20.88 1.55 5.68 -20.42 5.25 26(2032) 0.02 -1.38 -5.96 -1.07 15.63 -21.16 2.03 0.0 -20.41 6.56 27(2066) 0.03 -1.31 -6.25 -1.22 12.21 -21.49 2.57 0.0 -20.37 7.93 28(2100) 0.05 -1.23 -6.58 -1.33 7.93 -21.87 3.16 0.0 -20.28 9.38 29(2115) 0.07 -1.15 -6.95 -1.51 2.73 -22.31 3.79 0.0 -20.16 10.91 30(2150) 0.1 -1.07 -7.46 -1.66 -3.42 -22.81 4.5 0.0 -19.97 12.55 31(2185) 0.13 -.99 -8.06 -1.87 -10.76 -23.35 5.41 0.0 -19.72 14.31 32(2221) 0.16 -.92 -8.96 -1.89 -19.6 -23.94 6.5 0.0 -19.35 16.24 33(2237) 0.18 -.86 -10.0 -2.04 -30.15 -24.71 7.33 8.18 -18.81 18.38 34(2273) 0.21 -.81 -11.44 -2.32 -41.6 -25.74 7.85 1.44 -18.0 20.81 35(2310) 0.24 -.76 -13.58 -2.73 -54.08 -26.27 10.17 0.0 -17.12 23.34 36(2327) 0.26 -.73 -9.99 -11.58 -68.12 -27.63 0.47 0.0 -16.67 26.29 37(2345) 0.3 -.72 -7.51 -7.77 -50.46 -29.61 -10.91 1.48 -15.6 27.92 38(2346) 0.33 -.71 -7.19 -7.68 -40.61 -30.06 -11.78 9.71 -14.68 29.15 39(2368) 0.36 -.71 -6.78 -7.13 -26.35 -30.08 -13.36 0.0 -13.69 30.25 40(2367) 0.38 -.71 -5.56 -6.69 -12.78 -30.72 -13.3 0.0 -12.9 31.2 41(2366) 0.4 -.71 -5.56 -6.69 0.0 -31.68 -12.5 0.0 Project 52152-APPENDIX A 64 of 81 5/8/09 Part A:LOAD INCREMENT 7.Backfill to 4'-0"Cover-STRESSES IN BRIDGE WALL A8.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FSO FC FV 1 -1243.3 -1243.8 -177.46 86.07 2 -3136.1 485.98 -534.41 91.58 3 -5154.2 2306.1 -914.32 92.01 4 -9051.3 27901.0 -2059.3 71.93 5 -5384.4 3712.0 -908.36 51.32 6 -2729.4 1665.6 -426.14 -1.24 7 -3629.8 2228.9 -586.24 -37.22 8 -5279.8 3630.8 -909.42 -41.35 9 -8303.3 23541.0 -1973.5 -51.94 10 -4738.6 2079.3 -873.85 -52.48 11 -3137.4 708.77 -562.78 -44.7 12 -1640.9 -471.62 -269.12 -37.15 13 -471.29 -1462.9 -247.14 -31.37 14 521.73 -2303.0 -438.03 -26.16 15 1335.6 -3115.2 -616.92 -21.18 16 1995.9 -3692.8 -747.28 -16.81 17 13260.0 -5254.6 -1467.1 -12.8 18 20271.0 -5109.8 -1712.5 -9.46 19 22213.0 -5363.9 -1833.9 -6.15 20 23226.0 -5495.2 -1896.9 -2.86 21 23588.0 -5542.4 -1919.5 0.02 22 23214.0 -5493.7 -1896.2 2.93 23 22175.0 -5359.0 -1831.5 6.24 24 20215.0 -5102.7 -1709.0 9.53 25 13209.0 -5243.1- -1463.1 12.85 26 1984.9 -3683.5 -745.18 16.87 27 1322.3 -3104.0 -614.37 21.28 28 505.34 -2289.7 -434.97 26.21 29 -487.89 -1449.4 -244.05 31.41 30 -1661.4 -455.01 -273.16 37.3 31 -3166.0 731.19 -568.38 44.82 32 -4767.5 2102.2 -879.47 52.55 33 -8344.5 23701.0 -1984.4 52.04 34 -5301.5 3650.6 -913.25 41.43 35 -3642.6 2239.6 -588.34 37.3 36 -2737.7 1671.4 -427.43 1.25 37 -5403.5 3725.8 -911.59 -51.39 38 -9086.2 28019.0 -2067.5 -72.1 39 -5173.7 2316.7 -917.82 -92.35 40 -3148.1 489.41 -536.48 -91.96 41 -1248.3 -1248.8 -178.17 -86.47 Project:52152-APPENDIX A 65 of 81 5/8/09 Part A:LOAD INCREMENT 8:Backfill to 6'-0"Cover-STRUCTURAL RESPONSE OF BRIDGE A9 LOAD INCREMENT 8: BACKFILL TO 6'-0" COVER A9.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node - MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V@C, WC = Shear and Thrust values at the center of the element between node BN and node BN+1 X-D Y-D NP SP MOMENT THRUST SHEAR CD V®C T®C 1(1448) -.52 -.86 -7.29 6.96 0.0 -39.3 16.05 0.0 -16.57 -38.8 2(1449) -.5 -.86 -7.29 6.96 -16.41 -38.3 17.09 0.0 -17.61 -37.81 3(1450) -.49 -.86 -9.16 7.73 -33.86 -37.71 17.24 6.99 -18.95 -36.61 4(1451) -.46 -.86 -10.25 8.11 -52.33 -37.92 15.39 10.12 -20.3 -35.27 5(1452) -.43 -.87 -10.22 8.01 -65.3 -37.67 14.43 12.57 -21.84 -33.51 6(1453) -.37 -.88 -12.94 11.61 -88.71 -35.81 -.29 0.0 -22.78 -30.24 7(1471) -.35 -.92 -17.01 2.54 -70.83 -34.65 -12.93 0.0 -24.03 -27.16 8(1508) -.32 -.97 -14.58 2.44 -54.97 -34.12 -10.02 11.3 -25.16 -24.12 9(1545) -.28 -1.04 -13.11 2.31 -40.28 -32.9 -9.42 8.92 -25.93 -21.35 10(1561) -.24 -1.13 -11.67 2.45 -26.71 -31.94 -8.36 7.02 -26.42 -18.84 11(1597) -.2 -1.24 -10.48 2.52 -15.34 -31.16 -6.96 0.0 -26.72 -16.54 12(1633) -.16 -1.36 -9.59 2.39 -5.88 -30.42 -5.82 0.0 -26.92 -14.41 13(1668) -.12 -1.48 -9.0 2.31 2.12 -29.72 -4.94 0.0 -27.01 -12.41 14(1683) -.09 -1.6 -8.71 2.17 8.93 -29.06 -4.14 0.0 -27.04 -10.47 15(1718) -.06 -1.72 -8.3 2.05 14.52 -28.47 -3.35 0.0 -27.0 -8.62 16(1752) -.04 -1.83 -7.94 1.91 18.98 -27.93 -2.63 0.0 -26.91 -6.86 17(1786) -.02 -1.93 -7.52 1.71 22.42 -27.46 -1.98 6.68 -26.79 -5.2 18(1800) -.01 -2.02 -7.1 1.41 24.91 -27.05 -1.45 7.1 -26.65 -3.64 19(1834) 0.0 -2.09 -6.82 1.02 26.76 -26.74 -.93 7.56 -26.54 -2.15 20(1868) 0.0 -2.13 -6.67 0.54 27.7 -26.55 -.43 7.62 -26.48 -.71 21(1902) 0.0 -2.15 -6.6 -.01 28.04 -26.49 0.0 7.65 -26.48 0.72 22(1916) 0.0 -2.13 -6.71 -.55 27.69 -26.55 0.44 7.62 -26.54 2.17 23(1950) 0.0 -2.09 -6.82 -1.03 26.72 -26.75 0.95 7.55 -26.66 3.66 24(1984) 0.0 -2.02 -7.09 -1.43 24.86 -27.06 1.46 7.1 -26.8 5.21 25(1998) 0.01 -1.93 -7.51 -1.72 22.35 -27.47 1.99 6.67 -26.92 6.87 26(2032) 0.03 -1.83 -7.96 -1.91 18.89 -27.94 2.64 0.0 -27.01 8.64 27(2066) 0.05 -1.71 -8.32 -2.06 14.42 -28.49 3.36 0.0 -27.05 10.49 28(2100) 0.08 -1.6 -8.66 -2.15 8.81 -29.08 4.15 0.0 -27.02 12.42 29(2115) 0.12 -1.47 -9.06 -2.31 1.99 -29.73 4.95 0.0 -26.93 14.43 30(2150) 0.15 -1.35 -9.64 -2.39 -6.03 -30.44 5.84 0.0 -26.73 16.57 31(2185) 0.2 -1.24 -10.4 -2.52 -15.53 -31.18 6.98 0.0 -26.43 18.85 32(2221) 0.24 -1.13 -11.71 -2.41 -26.92 -31.95 8.38 7.04 -25.93 21.37 33(2237) 0.28 -1.04 -13.12 -2.36 -40.51 -32.91 9.44 8.93 -25.17 24.15 34(2273) 0.31 -.97 -14.59 -2.43 -55.23 -34.14 10.04 11.31 -24.04 27.19 35(2310) 0.34 -.92 -16.85 -2.52 -71.12 -34.67 12.94 0.0 -22.8 30.24 36(2327) 0.37 -.88 -13.11 -11.99 -88.97 -35.86 0.27 0.0 -21.87 33.59 37(2345) 0.42 -.87 -10.21 -8.07 -65.52 -37.76 -14.45 12.57 -20.34 35.35 38(2346) 0.45 -.86 -10.1 -8.16 -52.52 -38.02 -15.42 10.12 -19.0 36.7 39(2368) 0.48 -.86 -9.13 -7.64 -33.99 -37.8 -17.3 6.99 -17.67 37.89 40(2367) 0.5 -.86 -7.16 -7.23 -16.49 -38.4 -17.16 0.0 -16.64 38.92 41(2366) 0.51 -.86 -7.16 -7.23 0.0 -39.43 -16.13 0.0 Project:52152-APPENDIX A 66 of 81 5/8/09 Part A:LOAD INCREMENT 8:Backfill to 6'-0"Cover-STRESSES IN BRIDGE WALL A9.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FSO FC FV 1 -1548.2 -1548.4 -220.91 110.97 2 -3996.2 673.35 -682.27 118.16 3 -9325.1 16248.0 -1943.9 119.15 4 -12063.0 38315.0 -2768.0 94.15 5 -10442.0 32268.0 -2147.9 67.99 6 -3561.3 2178.5 -556.05 -.77 7 -4774.4 2925.6 -771.03 -47.41 8 -10171.0 31607.0 -2183.2 -52.89 9 -10839.0 36969.0 -2730.8 -66.85 10 -8690.3 21614.0 -2119.0 -67.61 11 -4413.9 1136.9 -795.94 -57.73 12 -2462.0 -389.9 -413.3 -48.27 13 -934.09 -1679.4 -268.48 -40.98 14 369.95 -2775.7 -517.9 -34.3 15 1438.4 -3823.4 -749.37 -27.76 16 2305.5 -4573.0 -918.97 -21.84 17 20714.0 -6260.6 -1938.5 -16.41 18 25609.0 -6588.2 -2187.6 -11.99 19 31020.0 -6160.4 -2319.6 -7.72 20 32471.0 -6264.0 2394.6 -3.55 21 32988.0 -6301.2 -2421.4 0.03 22 32451.0 -6262.6 -2393.6 3.65 23 30962.0 -6156.0 -2316.6 7.84 24 25534.0 -6578.5 -2182.9 12.09 25 20622.0 -6247.6 -1932.5 16.49 26 2289.2 -4559.2 -915.84 21.93 27 1419.6 -3807.5 -745.76 27.88 28 347.2 -2757.1 -513.63 34.38 29 -958.28 -1659.3 -263.9 41.06 30 -2490.8 -365.87 -418.99 48.45 31 -4451.6 1167.6 -803.36 57.88 32 -8744.9 21843.0 -2135.0 67.71 33 -10887.0 37222.0 -2745.1 66.98 34 -10214.0 31794.0 -2193.3 52.99 35 -4791.2 2940.3 -773.79 47.44 36 -3570.7 2185.8 -557.54 0.73 37 -10475.0 32381.0 -2154.8 -68.07 38 -12104.0 38465.0 -2777.9 -94.36 39 -9358.7 16318.0 -1951.2 -119.54 40 -4011.1 679.01 -684.88 -118.64 41 -1553.3 -1554.1 -221.75 -111.57 Project:52152-APPENDIX A 67 of 81 5/8/09 Part A:LOAD INCREMENT 9:Applied Live Load-STRUCTURAL RESPONSE OF BRIDGE A10 LOAD INCREMENT 9: APPLIED LIVE LOAD A10.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V@C, T@C = Shear and Thrust values at the center of the element between node BN and node BN+1 X-D Y-D NP SP MOMENT THRUST SHEAR CD V@C T®C 1(1448) -.64 -.96 -7.92 7.26 0.0 -45.75 20.22 0.0 -20.78 -45.23 2(1449) -.63 -.96 -7.92 7.26 -20.59 -44.71 21.34 0.0 -21.91 -44.19 3(1450) -.61 -.96 -10.6 8.09 -42.3 -44.18 21.48 8.21 -23.46 -42.93 4(1451) -.59 -.96 -12.45 8.28 -65.32 -44.71 19.31 10.39 -25.14 -41.53 5(1452) -.55 -.97 -12.05 7.93 -81.73 -44.72 18.2 13.05 -27.0 -39.73 6(1453) -.48 -.98 -14.26 11.35 -111.19 -43.2 0.26 0.0 -28.19 -36.37 7(1471) -.45 -1.03 -18.32 2.74 -90.12 -42.38 -15.36 16.03 -29.53 -33.05 8(1508) -.41 -1.1 -16.01 3.21 -71.07 -41.73 -12.24 11.78 -30.67 -29.65 9(1545) -.36 -1.2 -14.58 3.67 -52.82 -40.12 -11.85 9.17 -31.32 -26.47 10(1561) -.31 -1.33 -13.1 4.17 -35.5 -38.7 -10.84 7.74 -31.58 -23.53 11(1597) -.25 -1.49 -12.2 4.44 -20.5 -37.46 -9.3 0.0 -31.63 -20.73 12(1633) -.18 -1.66 -12.17 4.26 -7.68 -36.24 -7.89 0.0 -31.63 -17.95 13(1668) -.13 -1.83 -12.28 3.79 3.17 -35.1 -6.59 0.0 -31.62 -15.18 14(1683) -.08 -2.01 -12.02 2.9 12.08 -34.15 -5.27 0.0 -31.68 -12.51 15(1718) -.04 -2.19 -10.62 2.23 18.98 -33.43 -4.06 0.0 -31.71 -10.16 16(1752) 0.0 -2.35 -8.89 2.16 24.27 -32.82 -3.18 5.77 -31.61 -8.19 17(1786) 0.02 -2.51 -7.75 2.49 28.5 -32.21 -2.57 7.1 -31.32 -6.45 18(1800) 0.04 -2.63 -7.68 2.73 31.97 -31.56 -2.13 7.72 -30.92 -4.74 19(1834) 0.05 -2.72 -8.48 2.59 34.88 -30.92 -1.53 7.86 -30.5 -2.87 20(1868) 0.05 -2.77 -9.72 1.56 36.56 -30.43 -.66 7.93 -30.24 -.76 21(1902) 0.05 -2.78 -10.48 -.56 36.87 -30.32 0.37 7.94 -30.36 1.5 22(1916) 0.04 -2.74 -10.21 -2.57 35.45 -30.69 1.45 7.89 -30.83 3.73 23(1950) 0.05 -2.65 -8.93 -3.39 32.51 -31.4 2.41 7.75 -31.42 5.71 24(1984) 0.06 -2.53 -8.01 -3.46 28.22 -32.24 3.07 7.51 -31.97 7.51 25(1998) 0.08 -2.38 -7.81 -3.26 23.31 -33.1 3.52 6.62 -32.42 9.29 26(2032) 0.1 -2.21 -8.13 -3.1 17.66 -33.92 4.02 0.0 -32.76 11.14 27(2066) 0.14 -2.04 -8.69 -2.96 11.27 -34.74 4.57 0.0 -32.96 13.11 28(2100) 0.18 -1.86 -9.37 -2.91 3.96 -35.55 5.24 0.0 -33.05 15.22 29(2115) 0.23 -1.69 -10.01 -3.05 -4.43 -36.4 5.97 0.0 -33.05 17.48 30(2150) 0.29 -1.51 -10.76 -3.09 -13.95 -37.3 6.84 0.0 -32.92 19.9 31(2185) 0.35 -1.35 -11.82 -3.04 -24.93 -38.21 8.02 5.63 -32.62 22.51 32(2221) 0.4 -1.2 -13.62 -2.54 -37.93 -39.09 9.55 7.84 -31.99 25.42 33(2237) 0.45 -1.1 -15.27 -1.96 -53.42 -40.08 10.69 9.18 -30.94 28.57 34(2273) 0.48 -1.02 -16.52 -1.42 -70.02 -41.24 11.23 11.75 -29.41 31.87 35(2310) 0.51 -.97 -18.18 -.97 -87.64 -41.51 14.39 15.94 -27.78 35.0 36(2327) 0.53 -.94 -14.92 -9.43 -107.53 -41.83 -.57 0.0 -26.29 38.1 37(2345) 0.58 -.93 -13.1 -7.48 -78.66 -42.96 -17.7 12.99 -24.23 39.86 38(2346) 0.6 -.92 -12.37 -7.81 -62.8 -42.92 -18.6 10.35 -22.56 41.2 39(2368) 0.62 -.92 -10.29 -7.69 -40.66 -42.39 -20.64 8.14 -21.04 42.39 40(2367) 0.62 -.92 -7.3 -7.22 -19.81 -42.91 -20.52 0.0 -20.0 43.43 41(2366) 0.62 -.92 -7.3 -7.22 _ 0.0 -43.94 -19.48 0.0 Project:52152-APPENDIX A 68 of 81 5/8/09 Part A:LOAD INCREMENT 9:Applied Live Load-STRESSES IN BRIDGE WALL A10.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress FSI FSO FC FV 1 -1802.1 -1802.3 -257.14 139.8 2 -4879.9 974.98 -836.81 147.61 3 -11689.0 27343.0 -2604.0 148.39 4 -15441.0 50180.0 -3279.1 118.13 5 -13399.0 43106.0 -2782.3 85.75 6 -4433.6 2758.E -692.64 0.7 7 -10397.0 33074.0 -1990.7 -56.3 8 -13473.0 43703.0 -2924.1 -64.59 9 -14639.0 50530.0 -3346.1 -84.13 10 -11147.0 34118.0 -2903.6 -87.6 11 -5707.1 1708.8 -1036.3 -77.1 12 -3058.7 -353.19 -517.39 -65.46 13 -978.46 -2094.0 -341.98 -54.66 14 731.53 -3524.2 -667.71 -43.73 15 2051.6 -4823.3 -954.55 -33.67 16 15352.0 -6931.9 -1852.5 -26.33 17 28147.0 -7851.3 -2515.1 -21.31 18 37775.0 -7445.3 -2814.5 -17.63 19 42219.0 -7863.8 -3030.8 -12.7 20 44828.0 -8093.1 -3101.1 -5.51 21 45324.0 -8129.6 -3113.8 3.08 22 43148.0 -7922.3 -3053.8 12.06 23 38726.0 -7543.1 -2869.1 19.98 24 32319.0 -6968.7 -2516.6 25.44 25 21316.0 -6979.3 -2092.2 29.21 26 1783.3 -4618.6 -907.01 33.31 . 27 540.03 -3547.0 -664.42 37.88 28 -849.87 -2245.3 -374.41 43.43 29 -2458.6 -896.73 -397.53 49.54 30 -4279.0 634.68 -757.61 56.68 31 -8756.9 13634.0 -1919.8 66.47 32 -11830.0 37270.0 -3055.3 77.22 33 -14781.0 51216.0 -3366.2 75.91 34 -13256.0 42902.0 -2875.4 59.27 35 -10064.0 31846.0 -1925.0 52.75 36 -4288.6 2667.0 -669.98 -1.55 37 -12807.0 41078.0 -2657.5 -83.4 38 -14715.0 47876.0 -3197.0 -113.77 39 -11143.0 25880.0 -2477.9 -142.6 40 -4691.8 942.98 -804.68 -141.93 41 -1730.5 -1731.6 -247.07 -134.73 Project:52152-APPENDIX A 69 of 81 5/8/09 Part B:INPUT DATUM-STRESSES IN BRIDGE WALL PART B: CONTROLLING CASE FOR MAXIMUM SHEAR The following is a formated version of the CANDE output file f27.prt B1 INPUT DATUM This file's input datum is the same than for Al INPUT DATUM starting on page 4. Only the boundary conditions are different as they are listed below. • Project:52152-APPENDIX A 70 of 81 5/8/09 CO o `CD CO Ut J v co 01 (n U1 U1 'P A W W N N N H 1-' CO 'P 'P 'p '> 41 W W W W 14 W 14 W W Al N N N N N N N N N H 1-' H H H H H H H H 10 CO J 01 U1 ,P W N 1-. 0 IV U1 H -1 1J CO 'P 0 01 N -1 41 10 U1 H 01 N U1 W N H 0 1D CO -1 01 U1 'f. W N H 0 10 CO -i 01 U7 'D. W N H 0 10 CO ..1 01 U1 1D• W N H 0 cn -1 Ut W H 10 J U1 W H 10 -1 U1 W H 1D �l N Z a > r r H r H r H r H r r r r H r H r H 0 0 0 0 0 0 r H H r H r H r r r H r r H r H r H r H r r H r H r r H r r r H mx 0 2 ~ n O C70010C717C7t7C7C7C1t7t7C7t717C7C7C7C7t7t7C7t7170007C7C7C10010C7C7C7C7C7C7t7C7C7t7C7C717C7C7001000100000 _ x V, O X11 11 11 D D u O D D D D u 11 11 11 11 11 11 11 11 u u 11 11 11 11 11 .11 11 II n u n u u n 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 D 11 11 11 '0 Z a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D< H ,< r+ Z w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 a 11 11 Z O 0 0 0 0 0 0 0 0 0 0 17 0 t7 0 C7 0 0 17 '.1 -I '*1 1'1 -0 11 'r] -I ^7 rO '+h 1'1 ^7 '17 'I 1'1 rO 1,1 11 '*1 1'1 'r] 11 '1 'I '.] 1'1 'I 11 '*] ',1 '*] '+7 11 -I rO .0 '� x x 0 0] 1'1 'I 1T1 0 a 0 a (1T 11 11 11 11 a 11 11 11 11 11 11 11 11 11 11 II a 11 11 11 11 I1 II II 11 II 11 II 11 II 1( II II II II II 11 II II II II 11 II II 11 11 11 II 11 II 11 II 11 11 II 11 II 11 II II ID IG 0000C, 0000000000000000000000000000000000000000000000000000000 00000000000000oOoOo00000000000000000000000000000oOo00000000 � n £ (I)l Z y 000000000000000000000000000000000000000000000000000000000000 000oOo000000oOoo0oOo0Oo00000000000o000000000000000000000000 0E-T II K 1 U. D., nm P. Z a H0H.(D ? n C C t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x 0 n 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o k a 00 rr O 0 CO Z 0 CI00t7C7Ut70C70UC7 bC100C70 '*1 '+] ^1 '17 '+7 'T] 'T1 ^71-O ^7 'T1 '*1 -Oro 'T1R] r70C70000 t70t70t7t7000C70000017C7C70 ?o a• N ( 0 0 O C 3 '• ti rt Cu DO II -0 o < £ r— 0CT C 0" r. . m 0 p1 H (D CD p 2 m m w 0 r 0 1,1 01-4 N ry H CDD v z rratra a cn O 1. 0 Z W W 6, La IA/ W IA, la) N 1J NI N Is/ N N IQ DJ Is/ h./ NI DJ Is) DJ Is) N IQ ha Is/ IQ Is) NJ N H H H H H HH H H H H HH H H H H H H H H H H 10 10 CO CO -1 C Ol G 7C W 1J 1V N H H 0 0 10 10 113 CO CO -4 �t - 01 01 UI U1 'P ? '> W N N N H H 0 0 0 10 10 CO CD CO -.1 -4 01 co 01 U1 U1 " 'P W W N 1J H H 0 0 0 01 N CO 'P 10 .'7 'CJ z M L... 10 UI O 01 N CO iP 10 to H -1 La co JP. C) co 1J -4 L., 1D U1 H ,1,. 10 U1 O 01 La a) DI H 01 W CO .. H 01 La10 ,O. H -1 to.) CO F.) i. O 01 H -4 W 10 U1 C, -3 U1 IA, H 10 DJ SIJ a H a N W H 10 �1 1.11 W H 111, �1 U1 W H 10 �1 V1 W H 1D �1 U, W H �1 O W H 1.11 O O 01 N 1P 0 N CO 1P 01 N CO CO W .1 1.71 m lD ut W H 10 �1 ut W H 10 .-1 n CD fl Ct '< CD"< z 1-, r H 1-, H 1-, H I-, r H H H 1-, 1-, H I-, H I-, r H r H I-, I-, H I-, r H I-, H r H H r H H H 1-, r H 1--, H H H r H H H 1-, r H I-, H I-, H 1-, I-, H H H H () N SD +n rt''0 a o t7ot7dt/ eoodt7o17t7C1 (710 7t7CIUtyt7OUt7et CJUI7J UC/ C, t717dtIOCJCJ UOUIZI 7t7tIOUt l=10t1t717oo °' < CD II II II n n I. II II u II II II 11 11 11 11 11 11 11 II 11 11 II II 11 II 11 11 11 II it n n II u II II n II II II n D n n II u u n u II u It n u n II II II Cl Y w n 0 0 0 0 0 0 0 0 o D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D o D o 0 0 0 o D o 0 0 0 >< 0 m m0 000000000000000000000000000000000000000000000000000000000000 00000000000000000000000000000000000000000000000000000000000 In O O a C10000OC700000000U00000C700000C70C70000000000000000t700000t700000010 < O II II a II u u 1 u II u u u 1111 II a 11 11 11 11 11 11 11 11 II II 11 11 11 11 11 II II II II II II u II u x II II II II II u II II II u u II II II u II II II IID1 Z 00000000000000000000000000000C, 000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 o 0 o o k 1-, G) 000000000000000000000000000000000000000000000000000000000000 00000000000000000000000000000000000000000000000000000000000 III, 000000000000000000000000000000000000000000000000000000000000 000000000000000000000000000000000000000000000000000000000000 00000000000000000o0o000000000000000000000o0o000000oOo00000o K 0 0 0 0 0 C7 0 0 0 0 0 C7 0 0 0 C7 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O C7 0 C7 0 0 0 0 0 O 0 0 C7 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 H U1 Co 0 m VI ,H H N W W W W W W W W W W W W W (..., W W W W W W W W W W W W W W W W W W lJ W W W W W W W W W .4 W W W W W W W W N 01 lD N J J J J J J J J J J -4 J -.I -4 J J J J J J --IJ J J J J J J J J J J J J J J J J J J J J 01 01 M In 0 A J N W 1D 10 tD 1D 1D 1D 10 CO CO CO CO CO CD CO CD CO CO J J J J J J J J J J D1 Cr. 01 D1 D1 D1 ON D1 01 ON In V1 If lr VIH J N CO A O CD H H J G1 Di W 0 01 Ui A W N H O 10 CO J 01 In A W N H 0 1D CO J D1 In A W N H 0 tD OD J 01 In A W N H 0 10 CO J CO V W H 1D J W H 10 J N 1D 10 l0 HHHHH H 0D CD -4 J 01 H H H H H H HHHHHHHHHHHHH H H H H H H H H H H H H H H HHHH H H H 0 0 0 0 0 0 m '33 '*] U U U U U U U U 0000000000000000000000000000000000000000000 II II II II II II II II II It II II II II II II II II II II II II II II II II II II II II II II II II II II II It II II II II II II II II II II II II II II II II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !C N n o •0 0 0 •0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "i1 's1 '*] "1 '�] ^7 '�] '*] "*1 "T1 '*1 ^7 '*1 n] ^1 '*1 "*1 h] U U U U U U 0 U U U z II II n II II II II II II II II II II II II II II II II II II II II II II II II II II II II D II II D II II II It II II II II II II II II II II II II II II II O o 0 0 0 0 0 o O o 0 o O 0 o O o 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o O o o O o 0 0 o O y •0 • • • • • • • . • • • • • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o J N o y W co O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 00000000000000000000000000000000000000000000000000000014 ^1 '•] '>1 '*] '11 ^1 •=1 ^7 '7 '*1 C7 0 0 C7 0 O C7 C7 C7 C7 C7 0 C7 U C7 C7 0 01 O 0/ O CJ C7 0 C7 0 0 CJ 0 U 0 0 C7 0) V y c) 0 .I O N O_ 0 Co y n r 0 G) v r 0 0 Cr, 0 co Part B:RESULTS FOR LOAD INCREMENT 1 TO 8-BOUNDARY CONDITIONS INCLUDING APPLIED LOADING B2 RESULTS FOR LOAD INCREMENT 1 TO 8 The results for the Load Increment 1 to Load Increment 8 are simmilar to the related chapter starting at A2 LOAD INCREMENT 1: Dead Load of Structure on page 52. • Project:52152-APPENDIX A 73 of 81 5/8/09 Part B:LOAD INCREMENT 9:Applied Live Load-STRUCTURAL RESPONSE OF BRIDGE B3 LOAD INCREMENT 9: APPLIED LIVE LOAD B3.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP = Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V@C, T@C = Shear and Thrust values at the center of the element between node BN and node BN+1 "-g {KI_ X-D Y-D NP SP MOMENT THRUST SHEAR CD V®C T@C 1(1448) -.64 -.96 -7.89 7.23 0.0 -45.63 20.26 0.0 -20.83 -45.11 2(1449) -.63 -.96 -7.89 7.23 -20.63 -44.6 21.39 0.0 -21.95 -44.08 3(1450) -.62 -.96 -10.67 8.07 -42.39 -44.08 21.53 8.22 -23.52 -42.83 4(1451) -.59 -.96 -12.62 8.21 -65.47 -44.62 19.38 10.39 -25.22 -41.43 5(1452) -.56 -.97 -12.35 7.88 -81.97 -44.64 18.33 13.06 -27.14 -39.63 6(1453) -.49 -.98 -14.44 10.96 -111.66 -43.24 0.41 0.0 -28.39 -36.31 7(1471) -.47 -1.03 -18.3 2.36 -90.76 -42.57 -15.21 16.05 -29.8 -33.04 8(1508) -.43 -1.1 -16.06 2.84 -71.94 -42.0 -12.09 11.8 -31.01 -29.67 9(1545) -.38 -1.19 -14.55 3.36 -53.91 -40.47 -11.72 9.19 -31.72 -26.52 10(1561) -.32 -1.32 -12.82 3.96 -36.76 -39.11 -10.76 7.79 -32.0 -23.65 11(1597) -.26 -1.48 -11.66 4.38 -21.82 -37.9 -9.32 0.0 -32.02 -20.97 12(1633) -.2 -1.65 -11.55 4.44 -8.86 -36.66 -8.06 0.0 -31.93 -18.3 13(1668) -.14 -1.83 -11.93 4.3 2,34 -35.44 -6.88 0.0 -31.8 -15.57 14(1683) -.09 -2.01 -12.36 3.55 11.75 -34.36 -5.57 0.0 -31.74 -12.79 15(1718) -.05 -2.19 -11.65 2.58 19.04 -33.52 -4.21 0.0 -31.75 -10.21 16(1752) -.01 -2.36 -9.98 1.89 24.39 -32.9 -3.1 5.79 -31.74 -8.02 17(1786) 0.01 -2.51 -8.12 1.91 28.34 -32.39 -2.34 7.09 -31.6 -6.22 18(1800) 0.03 -2.64 -7.24 2.15 31.41 -31.87 -1.92 7.69 -31.31 -4.62 19(1834) 0.03 -2.73 -7.39 2.28 34.09 -31.32 -1.5 7.82 -30.93 -2.99 20(1868) 0.03 -2.79 -8.39 1.97 35.91 -30.82 -.91 7.9 -30.58 -1.16 21(1902) 0.03 -2.8 -9.77 0.65 36.81 -30.52 -.11 7.93 -30.44 0.95 22(1916) 0.03 -2.76 -10.82 -1.52 36.22 -30.63 0.96 7.91 -30.67 3.3 23(1950) 0.04 -2.69 -10.3 -3.2 33.92 -31.19 2.14 7.82 -31.2 5.57 24(1984) 0.05 -2.57 -9.07 -3.79 29.81 -32.05 3.07 7.61 -31.8 7.61 25(1998) 0.06 -2.42 -8.3 -3.68 24.72 -32.98 3.69 6.77 -32.32 9.5 26(2032) 0.09 -2.25 -8.23 -3.47 18.73 -33.9 4.25 0.0 -32.73 11.38 27(2066) 0.13 -2.07 -8.53 -3.26 11.96 -34.8 4.8 0.0 -33.01 13.34 28(2100) 0.17 -1.89 -9.1 -3.08 4.34 -35.67 5.42 0.0 -33.15 15.4 29(2115) 0.22 -1.71 -9.81 -3.09 -4.28 -36.55 6.1 0.0 -33.17 17.63 30(2150) 0.28 -1.53 -10.71 -3.1 -13.94 -37.46 6.93 0.0 -33.04 20.03 31(2185) 0.34 -1.37 -11.85 -3.07 -25.04 -38.37 8.1 5.65 -32.74 22.65 32(2221) 0.4 -1.22 -13.69 -2.61 -38.18 -39.26 9.64 7.85 -32.12 25.58 33(2237) 0.44 -1.11 -15.34 -2.07 -53.8 -40.28 10.79 9.19 -31.09 28.76 34(2273) 0.48 -1.03 -16.61 -1.55 -70.56 -41.47 11.33 11.76 -29.57 32.09 35(2310) 0.51 -.98 -18.26 -1.08 -88.33 -41.77 14.5 15.96 -27.95 35.23 36(2327) 0.53 -.95 -14.98 -9.67 -108.36 -42.12 -.57 0.0 -26.48 38.39 37(2345) 0.58 -.94 -13.08 -7.54 -79.29 -43.28 -17.83 13.0 -24.41 40.16 38(2346) 0.6 -.93 -12.44 -7.87 -63.31 -43.24 -18.74 10.36 -22.74 41.5 39(2368) 0.62 -.93 -10.35 -7.72 -41.0 -42.7 -20.8 8.15 -21.22 42.71 40(2367) 0.62 -.93 -7.36 -7.24 -19.98 -43.22 -20.69 0.0 -20.17 43.74 41(2366) 0.62 -.93- -7.36 -7.24 0.0 -44.26 -19.64 0.0 Project:52152-APPENDIX A 74 of 81 5/8/09 Pad B:LOAD INCREMENT 9:Applied Live Load-STRESSES IN BRIDGE WALL B3.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages PC = Concrete compression FV = Shear stress FSI FSO FC FV 1 -1797.5 -1797.7 -256.49 140.13 2 -4882.4 985.34 -837.47 147.92 3 -11700.0 27436.0 -2608.2 148.74 4 -15466.0 50336.0 -3282.6 118.6 5 -13429.0 43277.0 -2789.7 86.33 6 -4450.0 2772.8 -695.24 1.1 7 -10480.0 33390.0 -2007.2 -55.75 8 -13640.0 44370.0 -2962.6 -63.81 9 -14950.0 51747.0 -3386.6 -83.22 10 -11505.0 35698.0 -3005.3 -86.98 11 -5983.5 1907.5 -1089.9 -77.31 12 -3298.4 -177.14 -564.04 -66.83 13 -1147.7 -1973.2 -313.5 -57.01 14 660.24 -3478.4 -656.62 -46.16 15 2058.7 -4837.5 -957.39 -34.92 16 15459.0 -6965.8 -1862.8 -25.71 17 27913.0 -7837.6 -2503.5 -19.42 18 36933.0 -7396.7 -2773.0 -15.89 19 40997.0 -7768.5 -2998.0 -12.43 20 43811.0 -8020.8 -3075.2 -7.53 21 45207.0 -8142.0 -3112.7 -.87 22 44294.0 -8053.6 -3087.4 8.0 23 40762.0 -7727.3 -2981.4 17.73 24 34612.0 -7181.1 -2644.0 25.42 25 23159.0 -7228.3 -2208.8 30.64 26 1985.6 -4803.0 -948.3 35.28 27 668.24 -3670.3 -691.75 39.78 28 -784.28 -2313.2 -389.26 44.91 29 -2435.6 -929.42 -392.59 50.57 30 -4284.6 626.38 -758.32 57.45 31 -8806.0 13726.0 -1931.0 67.18 32 -11921.0 37581.0 -3067.4 77.94 33 -14900.0 51643.0 -3381.3 76.58 34 -13364.0 43305.0 -2899.7 59.78 35 -10157.0 32183.0 -1943.3 53.16 36 -4321.2 2688.2 -675.09 -1.54 37 -12925.0 41495.0 -2682.6 -84.02 38 -14858.0 48345.0 -3213.3 -114.69 39 -11249.0 26178.0 -2502.7 -143.76 40 -4728.8 952.32 -811.07 -143.09 41 -1743.1 -1743.8 -248.82 -135.84 Project:52152-APPENDIX A 75 of 81 5/8/09 Part C:INPUT DATUM-STRESSES IN BRIDGE WALL PART C: CONTROLLING CASE FOR MAXIMUM NEGATIVE MOMENT The following is a formated version of the CANDE output file f30.prt Cl INPUT DATUM This file's input datum is the same than for Al INPUT DATUM starting on page 4. Only the boundary conditions are different as they are listed below. • Project:52152-APPENDIX A 76 of 81 5/8/09 0tc /// CO (I1 J J O1 01 VI VI U1 .1. AI- W W N N N r r CO IP Au A IP W W W W W w w W W W N N N N N N N N N N r r H r r r r r r r ID CO -4 01 Ir A W N r/ 0 VI r �1 W CO IP O O1 1V -1 W CO UI r 01 N UI W N r 0 CO CD .1 01 UI ID. W N r 0 CO CO J O1 VI A W N r 0 10 CO --i Os UI IP W N r 0 Z U J UI W I-. ID J Ui W I-. I. -...I Ui W I-, CO J N Z D N > r r r r r r r r r r r H r r r r r o 0 0 0 0 0 �' J O r r r r r r r r r r r r r r r r r r r r r r H H r H r r r r H mX o Z P C) o '0 k 11 II II II II II II II II II II II II II II II 11 II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II 11 II II 11 II II II II II 11 II II II II r Z n 00000000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 o 0 o 0 o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 o x H ,C r z n v a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II II 11 II 3 0 4 xx � x rD o dddodoeoor� voddotro � �n � mm � � � � � � M �n 'n � � M n � 'n � m n � ftn n n � � ro "r nm9n9n � � � � 9n � o Ka �i Pr II II II II II II II II II II II II II II II II II II II II II II II II II II 11 11 11 II 11 11 11 II 11 11 11 11 11 11 11 11 11 11 II II II II II II II II 11 II II II II II II a y'r N CO y 000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000000000000 00000000000000000000000000000000000000000000000000000000000 0 _ �C C II ]. Cu () ID H. Z 12. eh r11 rt n 0 n r ~ rD C 'O - r 0 CD 0 CD CD CD 0 0 CD 0 0 0 CD 0 CD CD 0 0 CD 0 0 0 CD 0 CD 0 0 CD CD CD 0 CD 0 CD 0 CD 0 0 0 CD CD CD CD CD 0 CD CD CD o CD CD CD 0 0 CD 0 00 0 0 • (-) n O C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IC 0, CD m 0 Z 0 O 00000000000000000 ,1 K1 *7 K1 ^7 ^7 *] *] K1 K7 *] 7 h1 ,] ,] '.] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H W C N• H 0 0 Z CD a m a DID 3 h] rt raj II "Ti A r o wxr. _ — o rart. mma o O � 0 `' .0 CI 0 0_ 0 0 0. r ID D 0 ao I-' 1-5 ID rm N 0 Z O r. 0 Z W W W W WI y.I W W N N Al N N N N N N N N N N N N N N N N N N N N N I-. r I-. r r I'' H I-, r H r I-' F' r r r r r r I-' r H I-' 10 I0 CO CO `1 /1/// G D1 µ n n W N N N r r O O IO 10 ID CO CO J J --7 01 O1 UI in IP a+ Ip W N N N r r 0 0 0 ID IO CO CO CO J J T 01 01 UI VI Ia IP W W N N r r O O O 01 N CO 10 7 R1 0 rt ,/ 0 U 1 W r CO J U1 W I-. CO J UI W r CO -1 IA W r CO .1 UI W r -1 O W r UI 0 0 01 N I> O N CO A 01 N CD CO W J VI CO CO VI W r CO J VI W I-, VD J N W r IO W Cu a O K ID Z I-, H r r I, I-. H I-, r r I-, r r r r I, r r I-, I-, r r I-, r I, r r I' r I-, r I-, r r I' r r I, I-, I-, r r r I-, I-. I-, I-, I-, r I., I, r r r I, 1-1 r I-, r r N CI N a i nro la O 000000000000000000000000000000000o0000000000o00t1000o0000000 aCd -10 II II II II II II II II II II II II D II II II II II II I1 II II II II II II II II II II II II D II II 11 1I II II I1 II II II II II II II II II II II II it I1 11 II II 11 II 11 rt a n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 o O o 0 0 o DC p G O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 a O o O 0 0 0 0 o u o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000110001000000000100 a < O II it II II D D IC II D it II it II II IC 11 11 11 11 11 II II II II 11 11 11 11 11 11 II 11 11 CI II II II II II I1 11 It II 11 II II II 11 11 11 II 11 11 11 II II 0 11 11 II a CD CD0 CD CD 0 CD CD CD CD CD CD 0 CD CD CD CD CD CD CD CD CD CD CD CD CD CD z I-.a o 0 00 0 0 0 0 0 000 000 00 000 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 00 0000 000000 0 0 0 00000 0 00 0 0 0 Z ID 0 0 0 0 0 0 0 0 0 CD 0 0 0 CD 0 CD CD 0 0 0 CD 0 0 CD 0 CD 0 0 0 CD 0 0 CD CD 0 0 CD CD CD CD 0 CD CD 0 CD CD CD CD CD CD CD 0 0 CD CD 0 CD CD 0 0 0 0 CD 0 0 0 00 0 0 0 0 0 0 0 0 00 CD 0 0 0 00 CDCDCDCDCDOCD 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 K O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y Co O • CO v UI H N N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W .1 0 to '1 .1 .1 .1 .1 .1 .1 W .1 .1 .1 -4 CO-4COCO .1 .1 J .1 .1 .1 -4 .1 .1 .1 .1 .1 .1 .1 .1 .1 01 .1 .1 J .1 .1 .1 .1 .1 .1 .1 .1 01 01 VI tr V1 1P 1P W In O N 10 10 10 10 10 H 10 CO CO CO CO CO CO m W CO CO '0 .1 -4 .1 .i .1 .1 .1 .1 -4 T 01 '4 01 01 01 01 01 H 01 V1 VI N Ill V1 H .l N CO UP 0 01 I-' .1 N10 V1 0 01 V1 IP CO N H 0 10 m V 01 V1 4P W N H 0 10 CO .1 01 In 1P W N I-' 0 10 CO .1 01 VI " W N H 0 l0 CO -4 01 V1 W H b J 111 W H 10 .1 10 Lb 10 000000 H 0 CO J J 01 H H HHH H H H I-' H H H H H H H H H H H H HHH H H H H H H H H H H'H H H 0 '*1 '*7 '*1 C7 C7 C7 C7 C7 C7 C700C7C7C7C70C700U00C700C7C70C70C7C7C70C7C7bC7C7C7C7C700000C70C7C70C7 II II II II II II II II It II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 000000000000000000000000000000000000000000000000000000 0000000000000000000Oo00000000000000000000000000000000 P4 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0 0000 0 0 0 00 0 0 0 00 00 0 O 0 0 0 '11 '11 M '*] '17 '*1 'tl „7 .1 '11 '11 '*] '11 '*1 '8 '1 '*] ^] 'l1 '17 „7 '11 '*7 '1] "1 11 '*1 ^7 '*1 's1 '*1 '*1 '*] q1 'i] '17 „7 '*] K1 '*1 '11 '*1 'l1 '*J C7 0 0 0 0 C7 0 t1 C7 C/ II II It II II II II II II II II II II II II II it II II II II II II 11 II II II II 11 11 11 II II It It II II It II II II II II II II II II II II II II II II II 1 1 000000000000000000000000000000000000000000000000000 W00000000000000000000000000000000000000000 ,0000000000 0000000000000000000000000000000000000000000000000000 O H l0 y H 00 00 0000 0000 0000 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 00 0000 0000 00 00 0 0 0 o 00 0000000 0000 0 0 0 0 0 0 00 00 0000000 0 0 00 00 K' CO O .1.1 „1 ,1 01 „y „7 „1 „1 „7 '1 -1 '1 „1 '*1 '*] 0 1i C700 t1 C7 C7 C7 C7 C7 C7 t7 C7 t7 t0 C70 C7 C7 t7 C7 C70010 C7 t7 C70t710 C7 100 H c r- r- r O O co co Part C:RESULTS FOR LOAD INCREMENT 1 TO 8-BOUNDARY CONDITIONS INCLUDING APPLIED LOADING C2 RESULTS FOR LOAD INCREMENT 1 TO 8 The results for the Load Increment 1 to Load Increment 8 are simmilar to the related chapter starting at A2 LOAD INCREMENT 1: Dead Load of Structure on page 52. Project 52152-APPENDIX A 79 of 81 5/8/09 Part C:LOAD INCREMENT 9:Applied Live Load-STRUCTURAL RESPONSE OF BRIDGE C3 LOAD INCREMENT 9: APPLIED LIVE LOAD C3.1 STRUCTURAL RESPONSE OF BRIDGE Displacements and Crack depth are in in, Forces are in K/ft, MOMENT are in ft*K/ft BN(N) = Beam node number (N=Corresponding Node number) X-D, Y-D = Node displacements NP, SP =Normal and Shear pressures at the node MOMENT, SHEAR, THRUST = Values at the node CD = Crack depth V®C, T®C = Shear and Thrust values at the center of the element between node EN and node BN+1 X-D Y-D NP SP MOMENT THRUST SHEAR CD V@C T®C 1(1448) -.64 -.94 -7.69 7.04 0.0 -44.83 20.0 0.0 -20.55 -44.33 2(1449) -.64 -.94 -7.69 7.04 -20.36 -43.83 21.1 0.0 -21.65 -43.33 3(1450) -.63 -.94 -10.63 7.92 -41.81 -43.32 21.24 8.2 -23.21 -42.09 4(1451) -.61 -.94 -12.85 7.94 -64.6 -43.88 19.18 10.38 -24.95 -40.73 5(1452) -.58 -.95 -13.18 7.6 -80.96 -43.93 18.26 13.05 -27.02 -38.95 6(1453) -.53 -.96 -14.79 9.53 -110.67 -42.82 0.65 0.0 -28.48 -35.84 7(1471) -.51 -1.0 -18.36 1.24 -90.31 -42.51 -14.74 16.04 -30.08 -32.66 8(1508) -.47 -1.06 -16.38 1.75 -72.21 -42.18 -11.59 11.8 -31.53 -29.35 9(1545) -.43 -1.14 -14.96 2.31 -54.98 -40.92 -11.17 9.2 -32.48 -26.22 10(1561) -.38 -1.26 -13.07 3.07 -38.69 -39.8 -10.16 7.86 -32.97 -23.38 11(1597) -.32 -1.42 -11.2 3.63 -24.67 -38.78 -8.77 5.58 -33.1 -20.85 12(1633) -.25' -1.6 -10.02 . 3.91 -12.44 --37.7 -7.75 0.0 -33.01 -18.53 13(1668) -.19 -1.78 -9.67 4.25 -1.42 -36.54 -7.02 0.0 -32.75 -16.26 14(1683) -.14 -1.97 -10.12 4.48 8.6 -35.35 -6.24 0.0 -32.37 -13.9 15(1718) -.1 -2.16 -11.02 4.49 17.28 -34.17 -5.22 0.0 -31.95 -11.37 16(1752) -.06 -2.34 -11.87 3.93 24.26 -33.09 -3.99 5.77 -31.59 -8.69 17(1786) -.03 -2.51 -11.58 2.62 29.24 -32.26 -2.65 7.15 -31.4 -6.13 18(1800) -.02 -2.65 -9.83 1.26 32.22 -31.76 -1.57 7.73 -31.36 -3.99 19(1834) -.01 -2.75 -7.78 0.59 33.95 -31.52 -.83 7.81 -31.36 -2.3 20(1868) -.01 -2.81 -6.68 0.48 34.7 -31.38 -.39 7.85 -31.31 -.86 21(1902) -.01 -2.83 -6.54 0.42 35.13 -31.27 -.15 7.87 -31.22 0.56 22(1916) -.01 -2.81 -7.4 0.23 35.15 -31.2 0.18 7.87 -31.11 2.15 23(1950) -.01 -2.75 -9.13 -.49 34.6 -31.25 0.84 7.84 -31.07 4.13 24(1984) 0.0 -2.65 -10.99 -1.96 32.63 -31.57 1.86 7.75 -31.23 6.53 25(1998) 0.02 -2.51 -11.55 -3.51 29.02 -32.25 3.07 7.14 -31.61 9.11 26(2032) 0.05 -2.34 -10.82 -4.31 23.42 -33.23 4.29 5.65 -32.1 11.58 27(2066) 0.08 -2.16 -9.89 -4.37 16.17 -34.35 5.28 0.0 -32.54 13.87 28(2100) 0.13 -1.97 -9.36 -4.1 7.6 -35.47 6.08 0.0 -32.88 16.05 29(2115) 0.18 -1.79 -9.45 -3.84 -2.06 -36.57 6.76 0.0 -33.08 18.25 30(2150) 0.24 -1.6 -10.22 -3.56 -12.66 -37.63 7.49 0.0 -33.08 20.58 31(2185) 0.3 -1.42 -11.51 -3.38 -24.52 -38.65 8.57 5.57 -32.87 23.16 32(2221) 0.37 -1.27 -13.51 -2.91 -38.29 -39.61 10.04 7.85 -32.32 26.08 33(2237) 0.42 -1.15 -15.31 -2.41 -54.47 -40.72 11.15 9.2 -31.36 29.28 34(2273) 0.46 -1.06 -16.69 -1.95 -71.73 -42.02 11.65 11.79 -29.91 32.67 35(2310) 0.49 -1.01 -18.59 -1.58 -89.99 -42.41 14.87 16.02 -28.35 35.92 36(2327) 0.52 -.97 -15.02 -10.45 -110.49 -42.9 -.52 0.0 -26.94 39.21 37(2345) 0.57 -.95 -12.94 -7.76 -80.96 -44.19 -18.16 13.04 -24.91 41.02 38(2346) 0.6 -.95 -12.56 -8.09 -64.66 -44.16 -19.13 10.38 - -23.22 42.39 39(2368) 0.62 -.95 -10.54 -7.87 -41.87 -43.62 -21.25 8.19 -21.67 43.62 40(2367) 0.63 -.95 -7.58 -7.39 -20.4 -44.15 -21.13 0.0 -20.59 44.67 41(2366) 0.63 -.94 -7.58 _ -7.39 0.0 -45.2 -20.05 0.0 Project:52152-APPENDIX A 80 of 81 5/8/09 Part C:LOAD INCREMENT 9:Applied Live Load-STRESSES IN BRIDGE WALL C3.2 STRESSES IN BRIDGE WALL Stresses are in psi BN = Beam node number FSI, FSO = Stresses in the Inner and Outer steel cages FC = Concrete compression FV = Shear stress PSI FS0 PC FV 1 -1766.2 -1766.2 -251.99 138.32 2 -4810.8 979.52 -825.4 145.91 3 -11500.0 26944.0 -2562.9 146.76 4 -15204.0 49558.0 -3253.6 117.32 5 -13227.0 42633.0 -2747.9 86.02 6 -4410.1 2749.0 -689.02 1.75 7 -10426.0 33162.0 -1996.2 -54.05 8 -13699.0 44568.0 -2975.6 -61.19 9 -15265.0 52925.0 -3427.0 -79.29 10 -12127.0 38193.0 -3093.5 -82.14 11 -8722.6 13366.0 -1905.9 -72.74 12 -4014.7 368.2 -704.02 -64.3 13 -1901.0 -1400.8 -286.2 -58.2 14 26.78 -3002.6 -545.77 -51.71 15 1697.9 -4563.0 -893.61 -43.29 16 15327.0 -6952.1 -1855.2 -33.07 17 29104.0 -7992.7 -2577.8 -21.99 18 38100.0 -7504.4 -2837.8 -13.0 19 40773.0 -7768.4 -2989.3 -6.88 20 41975.0 -7871.7 -3026.9 -3.27 21 42643.0 -7930.6 -3044.9 -1.24 22 42656.0 -7932.0 -3045.2 1.46 23 41762.0 -7853.7 -3021.2 6.98 24 38704.0 -7543.6 -2868.3 15.43 25 28817.0 -7949.3 -2558.8 25.47 26 14514.0 -6765.5 -1789.8 35.54 27 1480.9 -4378.5 -851.73 43.76 28 -166.09 -2842.2 -509.19 50.43 29 -2022.8 -1295.4 -310.37 56.03 30 -4052.3 406.88 -711.66 62.12 31 -8665.8 13247.0 -1892.5 71.03 32 -11985.0 37682.0 -3074.2 81.17 33 -15113.0 52366.0 -3407.6 79.11 34 -13605.0 44191.0 -2953.8 61.5 35 -10382.0 32995.0 -1987.4 54.5 36 -4405.5 2741.9 -688.26 -1.39 37 -13240.0 42580.0 -2749.0 -85.53 38 -15240.0 49569.0 -3256.6 -117.07 39 -11533.0 26945.0 -2568.5 -146.84 40 -4828.6 971.64 -828.18 -146.15 41 -1780.1 -1781.3 -254.17 -138.67 Project:52152-APPENDIX A 81 of 81 5/8/09 DESIGN CALCULATIONS INDEX TO PRINTOUT DESCRIPTION PAGE Unit Foundations FTG 1 to FTG 5 Headwall HW 1 to HW 10 Wingwall 1 WW1 1 to WW1 21 Wingwall 2 WW2 1 to WW2 26 Wingwall 3 WW3 1 to WW3 18 Wingwall 4 WW4 1 to WW4 18 02007 CONTECH Bridge Solutions Inc. BEARING & ECCENTRICITY CHECK JOB#: 52152 NAME: Willow Glen DATE: 12-May-09 LOADS: cover,at structure center 6.00 ft at rest pressure coefficient,K. 0.50 footing depth,D 2.00 ft max.passive pressure coeff.,Kpm.x 3.0 live load HS 25-44 max.friction coefficient,fs„.„ 0.30 bridge span 42 ft bridge rise 11.00 ft vertical load,R, - 34.17 k/f horizontal load,Rh 12.55 k/f overburden,Z 17.83 ft H depth to bottom of footing,Z+D 19.83 ft at rest pressure 1,Pr 1.07 ksf IL- IIIII at rest pressure 2,P2 1.19 ksf total force from at rest pressure -2.26 k/f O calculated friction coefficient,fs 0.29 actual fs(<=femsx) 0.29 total friction force,Fr -10.29 k/f P' calculated passive pressure coeff.,K 0.00 D actual Ki,(<=Kpm.=Ka) 0.00 passive pressure 1,Pr 0.00 ksf P2 MUM passive pressure 2,P2 - 0.00 ksf total force from passive pressure 0.00 k/f ECCENTRICITY AND BEARING PRESSURE: Vertical Horizontal Moment Moment Description Force(k/ft) Force(k/ft) Arm(ft) (ft-k/ftl vertical reaction 34.17 2.42 82.58 footing weight 1.74 3.00 5.21 at rest pressure -2.26 0.97 -2.18 friction -10.29 0.00 0.00 passive pressure 0.00 0.00 0.00 horizontal reaction 12.55 1.83 23.01 TOTAL 35.91 0 108.62 allowable bearing pressure 6.5 ksf footing offset from center of leg,o 7 in eccentricity,e 0.30 in <B/3 OK (positive e is outward) reduced footing width,B'=B-2e 5.95 ft bearing pressure,q' 5.7 ksf OK FTG 1 of 5 \ �. CON SPAN® BRIDGE BRIDGE FOUNDATION CALCULATIONS JOB#: 52152 NAME: Willow Glen DATE: 12-May-09 BY: JDR LOADS: cover,at structure center 6.0 ft, max vertical load, per leg, R„ 34.2 k/f bridge span 42 ft live load percentage 8% bridge rise 11.0 ft horizontal load, per leg, Rh 12.6 k/f live load HS 25-44 FOOTING WIDTH: REINFORCING DESIGN: fy= 60.0 ksi footing type = Strip Footing f'c= 4.0 ksi footing depth, D = 2.00 ft e= 3.00 ft footing offset, o= 7.0 in M„= 36.19 ft-k/ft TOTAL LOAD per footing = 34.2 k/f d = 17.7 in overburden depth = 4.0 ft R„= 129 psi net allowable bearing = 6.0 ksf m = 17.65 gross allowable bearing= 6.5 ksf p= 0.00218 actual footing width, B = 6.0 ft Pmin= 0.00253 (PerAASHTO 8.17.1) Pmax= 0.0214 FACTORED SOIL BEARING PRESSURES: Asregd= 0.54 inA2/ft wtactored dl= 6.8 ksf Tie bars= #5 @ 6 in (Ofactored II= 1.0 ksf Long. bars= #6 @ 12 in Wotai= 7.8 ksf Aactuai= 0.61 inA2/ft OK (inside,factored= 7.6 ksf CHECK SHEAR: 0outside,factored= 8.0 ksf Vu= 12.1 k/ft OVc= 22.8 k/ft OK FTG 2 of 5 • CALCULATION NOTES: 1.The vertical and horizontal loads are obtained from the CON/SPAN reaction charts,which were developed using many test runs of the finite-element model CANDE. 2.The live load percentage is the percent of the total load attributed to live load. 3.The uniform load,CO, is is the total live or dead load spread over the actual footing width. 4. Loads 0 nside and(00uts,de are the factored soil contact pressures at the inside and outside face of the footing,respectively. These pressures are used for structural design of the footing per AASHTO 4.4.7.1.1.1. 5.The load factors for the soil pressures are 1.3 for dead load,and 2.17 for live loads. 6. F is the steel yield strength and,f�is the concrete compressive strength in the footing only. 7. E is the extension of the footing past the culvert leg and is used for strip footings only. 8. Mu=wl 2/2 for strip footings and CO(span)2/8 for a base slab. 9. d=distance from extreme compression fiber to centroid of tension reinforcement. 10. Ru = Mu/4)b d2 11. m=fy/(.85)111, 12. p= 1/m(1-sgrt(1-2mRu/fy)) 13.pm,„is calculated based on 1.2M„or 1.3 M„per AASHTO 8.17.1. 14.As=pbd 15. p_N =24(t'c)1/2(b)(d) (AASHTO 8-49) o 16. B'=B-2e (AASHTO 4.4.7.1.1.1) ¢Footing ;€Precast Unit Leg Outside of Footing Inside of Footing H p x FTG 3 of 5 mkt) CON SPAN® BRIDGE SYSTEMS BRIDGE FOUNDATION CALCULATIONS JOB#: 52152 NAME: Willow Glen DATE: 12-May-09 BY: JDR LOADS: cover, at structure center 6.0 ft, max vertical load, per leg, R„ 34.2 k/f bridge span 42 ft live load percentage 8% bridge rise 11.0 ft horizontal load, per leg, Rh 12.6 k/f live load HS 25-44 FOOTING WIDTH: REINFORCEMENT: (BENDING, FACTORED LOADS) footing type= Strip Footing factored dl= 6• .8 ksf footing depth, D= 2.00 ft °factored u= 1• .0 ksf footing offset, o= 7.0 in Wotai= 7.8 ksf TOTAL LOAD per footing = 34.2 k/f °inside,factored= 7• .6 ksf overburden depth = 4.0 ft (0outside,factored= 8.0 ksf net allowable bearing = 6.0 ksf Mu= 36.19 ft-k/ft gross allowable bearing = 6.5 ksf d = 17.7 in actual footing width, B = 6.0 ft Ru= 129 psi REINFORCEMENT: (BENDING,SERVICE LOADS) m = 17.65 fy= 60.0 ksi p= 0.00218 f'c= 4.0 ksi Pmin= 0.00253 (Per AASHTO 8 17.1) Ms= 26.48 ft-k/ft Pmax= 0.0214 n= 8.04 AsreQ d= 0.54 inA2/ft P Actual= 0.00289 Tie bars= #5 @ 6 in K= 0.194 Long. bars= #6 @ 12 in jd= 16.55 Asactuai= 0.61 in^2/ft OK fsActuaJ= 31.30 ksi do= 2.31 in CHECK SHEAR: A= 27.8 inA2/ft V„= 12.1 k/ft z= 130 4fVc= 22.8 k/ft fSAllowable= 32.48 ksi OK OK FTG 4 of 5 CALCULATION NOTES: 1.The vertical and horizontal loads are obtained from the CON/SPAN reaction charts,which were developed using many test runs of the finite-element model CANDE. 2.The live load percentage is the percent of the total load attributed to live load. 3.The uniform load,(t „i,is the total live or dead load spread over the actual footing width. 4. Uniform loads hi_siee and�butsde are the factored soil contact pressures at the inside and outside face of the footing,respectively. These pressures are used for structural design of the footing per AASHTO 4.4.7.1.1.1. 5.The load factors for the soil pressures are 1.3 for dead load,and 2.17 for live loads. 6. [is the steel yield strength and L is the concrete compressive strength in the footing only. 7. a is the extension of the footing past the culvert leg and is used for strip footings only. 8. Mu=(il/2/2 for strip footings and O span)2/8 for a base slab. 9. d=distance from extreme compression fiber to centroid of tension reinforcement. 10. Ru = Mu/4)b d2 11. m=fy/(.85)fe 12. p= 1/m(1-sgrt(1-2mRo/fy)) 13.p„,u,is calculated based on 1.2Mc,or 1.3 M„per AASHTO 8.17.1. 14.As=pbd 15. j=(Actual Bearing Load)I2/2 for strip footings and(Actual Bearing LoadxSpan)2/8 for base slabs. 16. n=Ested/Econaete 17. p,,.,,,u=Asaa„ai/bd 18. K=-pn+sqrt[(pn)2+2pn] 19. 1=(1 -IC/3) 20. fs,..,,,4=Ms/Aajd 21. d,=2"+Dbar/2,per AASHTO 8.16.8.4 —° f Footing; ;(Precast Unit Leg 22. A=2de(Bar Spacing)=Effective Tension Area Outside of Footing Inside of Footing 23. z= 130 per AASHTO 8.16.8.4(Severe Exposure) ! , o 24. fs,uWa.� =7J(deA)1/3<=0.6f, (AASHTO 8-61) X 25. 4iVc=24(fc)I/2(bxd) (AASHTO 8-49) I B 26. B'=B-2e (AASHTO 4.4.7.1.1.1) FTG 5 of 5 #52152 Willow Glen or.. IP/AMP ■ :4 BRIDGE SOLUTIONS INC. COUNTERFORT HEADWALL CALCULATIONS PROJECT NUMBER: 52152 Counterfoil 1 PROJECT NAME: Willow Glen DATE: May 12,2009 BY: JDR INPUT PARAMETERS: Structure geometry Materials Height of HW @ CL= 2.60 ft 7son= 0.120 kcf Critical HW height(HHw)= 7.25 ft f'c=4 ksi Height of soil(Hs)= 7.25 ft fy(rebar)= 60 ksi HW thickness(tHw)= 12.0 in soil friction angle(0)= 32 Arch Slab Thickness(tslab)= 12.0 in wall friction angle(8)=24 fill slope perp to wall(x:1)= 5 Counterfoil data backfill slope 03)= 11.3 Tributary width for CF(S)= 5.33 ft Earth Pressure At-rest V Type of Counterfoil Ht Ko=0.47 CF height @ HW(HcF)= 1.00 ft Length of CF(L)= 2.75 ft Barrier or Railing Width of CF @ insert(wcF)= 14.4 in Impact distribution length(L,R,p)= 1.00 ft Width of CF @ HW = 21.0 in Impact Load(Imp)= 0.00 k Dist.-end of CF to insert= 9 in Distributed load(i=Imp/L)=0.00 klf Dist.-front of HW to insert(D„e)= 3.00 ft Load applied to CF(LL=1"S)=0.00 k Height of soil above CF(H,op=HHw-HcF)= 6.25 ft Location of impact above HW = 0.00 ft Height of CF at insert(H.)= 12 in Live Load surcharge Hsurch= 0.00 ft Load factors LL factor= 2.17 DL factor= 1.50 Resistance factors Onexure= 0.90 Chew= 0.85 rCON EipAN` BEBO _��CONTINENTAL' ` H ert sysTa Arch Systems STEADFAST BRIDGES BRIDGE STRUCIUWAL PLATE HW 1 of 10 #52152 Willow Glen CALCULATE LOADS ON COIL RODS, INSERTS, COUNTERFORT,AND HEADWALL Soil pressure w= 1/2*K*7so,,*Hs`= 1.48 klf (total HW height) Soil load = Ph=w*S= 7.90 k (total HW Height) Soil load (PhcF)= 1/2*K*7soiI*Htop`*S = 5.87 k (above counterfoil) • Live load (barrier) LL = 0.00 k Live load (surcharge) Psurch=S*K*7soil*Hs*Hsurch= 0.00 k Live load (surcharge above CF) Psurch(top)= S*K*7soil*H(op*Hsurch= 0.00 k Ms LL on CF MsLL= LL*(HHw+HLL)+ Psurch*Hs/2= 0.0 ft-k Ms DL on CF MsDL= Ph*Hs/3= 19.1 ft-k Mu LL on CF MULL= LLfact* MsLL= 0.0 ft-k Mu DL on CF MuDL= DLfact* MsDL= 28.6 ft-k Resultant loads on insert R„= (MsLL+MsDL)/(D,fs)= 6.37 k (unfactored) Rh= LL+Ph+Psuroh= 7.90 k Resultant loads on insert R.,(up)= (MULL+ MuDL)/D;,,s = 9.55 k (factored) Rh(u„)= LLfact*LL+ Llact*Psurch+ DLfact*Ph= 11.85 k Ms LL above CF MSLLtop=LL*(H,op+ HLL)+ Psurch(top)*Htop/2= 0.0 ft-k Ms DL above CF MsDLtop= PhcF*Htop/3= 12.2 ft-k Mu LL above CF MuLLtop= LLfact* MSLLtop= 0.0 ft-k Mu DL above CF MuOuop= DLfact* MsDuop= 18.4 ft-k Ms DL on front face of headwall MsFF=0.08wS‘' = 3.4 ft-k Mu DL on front face of headwall MUFF= DLfact* MsFF = 5.1 ft-k Ms DL on back face of headwall MSBF=0.12wS` = 5.1 ft-k Mu DL on back face of headwall MuBF= DLfact* MsBF = 7.6 ft-k Ms LL on front face of headwall MSLLFF= Imp*S/4 = 0.0 ft-k Mu LL on front face of headwall MSLLFF= LLfact* MSLLFF = 0.0 ft-k Ms LL on back face of headwall MSLLBF=0.13*Imp*S = 0.0 ft-k Mu LL on back face of headwall MULLBF= LLfact* MSLLBF = 0.0 ft-k • Ms LL on bridge slab MsLLs,ab= LL*(HHw+HLL)+ Psurch*Hs/2 = 0.0 ft-k Ms DL on bridge slab MSDLsIab= Ph*Hs/3 = 19.1 ft-k Mu LL on bridge slab MuLLs,ab= LLfact* MSLLsiab= 0.0 ft-k Mu DL on bridge slab MUDLsIab= DLfact* MsDLslab= 28.6 ft-k HW 2 of 10 152152 Willow Glen CHECK COIL ROD AND INSERT TENSILE CAPACITY Required Insert Capacity,Pf0Q=R„= 6.37 K Insert Capacity: Pau(insert)= 18.82 K/INSERT CONTROLS (SWL Per Manufacturer's Literature,See attached sheets) Coil Rod Capacity: F,= 0.33F„ (Allowable Tensile Stress per AISC ASD T1-B) Ft= 24.75 KSI (1 1/4-in dia.A304 Stainless Steel Rod,Fu=75 ksi) Plod= 1.23 in^2 Pail(coil rod)= F,`Arc. Pal(coil rod)= 30.37 K/ROD TENSILE CAPACITY OK CHECK COIL ROD AND INSERT SHEAR CAPACITY Req'd Shear Capacity,Vf.,=Rh= 7.90 K Insert Capacity: Va (insert)= 15.24 K/INSERT CONTROLS (SWL per manufacturer's literature,See attached Sheets) Coil Rod Capacity: = 0.17F„ (Allowable Shear Stress per AISC ASD 4-5) F�= 12.75 KSI (1 1/4-in dia.A304 Stainless Steel Rod,Fu=75 ksi) Pt„d= 1.23 in^2 Vail(coil rod)= Fv"Ana V.(coil rod)= 15.65 K/INSERT SHEAR CAPACITY OK CHECK COIL ROD SHEAR IN CONCRETE Required capacity V„=RW>= 11.85 K Shear: Area of Shear Concrete =2*depth*dtagonal dimension A. =INh"wCF/SIN(7./4) =244.1 in^2 qPc=gA„'2.8`sgrt(fc)=36.7 K OK,Pc>Pu CHECK COIL ROD TENSION IN CONCRETE Required capacity P„=RWa 1= 9.55 K Tension Area of Tension Concrete =2*width*diagonal dimension A„=INh`WCF/SIN(rt/4) =244 1 in^2 OP,=qA„"2.8"sgrt(fc)=36.7 K OK,Pc>Pu CHECK COMBINED TENSION AND SHEAR (P,o,v/Pan)'+(VreyaIV 5 1.0 (P,/qP)`+(V✓AVY 5 1.0 Cal Rod: Pray d =6.4 K Vrea d =7.9 K Pail =30.4K Vail=15.6K P„=9.5K V„=11.9K qP=36.7K qV=36.7K (PreydPail)`+(VreyaNan)` =0.3 K (PAP)`+(V,/qV)` =0.2 K Coil Rods OK Insert: Preyd =6.4 K Vrega=7.9 K Pan=18.8K Vail=152K (Prea,Pa„)`+(VreadNail)` =0.4 K Inserts OK HW 3 of 10 #52152 Willow Glen CHECK ATTACHMENT OF COUNTERFORT TO HEADWALL(HI only( Moment at connection: Ms=Ms11+MsoL= 19.1 ft-k Mu=Muu,+Mum_=28.6 ft-k Check reinforcement: data. embedment depth(hef)=8.0" (embedment of headed studs into headwall-from back face) Y(stud spacing)= 15 0 in (horizontal spacing of studs) Head diameter= 3.0 in b= 14.38 in (width of CF @ insert) Attachment depth= 12.00 in (height of counterfort) dedye= 10.00 in (moment arm=height of counterfoil-cover to studs-stud dia/2) wall thickness(t)= 12.00 in TENSION CAPACITY OF ATTACHMENT STEEL(Per PCI Design Handbook 6th Edition §6.5.4 1) Tension capacity(4iP)= minimum of Breakout Strength,Pullout,Stud Capacity 4)NCe=4iCwwANPed.N (Breakout strength) Ct,=3.33'sgrt(fe/her)= 74.46 (breakout strength coefficient) AN=(de 1'1.5he,)(Y+3her)=858.00 m^2 (surface area for stud group) Ted.N=0.7+0.3(dedee/1.5her)=0.95 (modification for edge distance) kswe 9r„p,= 0.70 (=0.75 w/confinement reinf,0.70 w/o confinement) itiNdh=42.49 K Ncb CONTROLS �Np =.11.2Aergf, (Pullout strength) Aerg=area of head-area of shank=6.63 in^2 (beanng area of head) ON,=207.82 K 4IPy= (Stud capacity) sec,=0.90 (=0.90 for steel) A,e,=0 44 in^2 (area of connection bar) �Py=47.71 K MOMENT CAPACITY OF ATTACHMENT Moment capacity of anchor(OM,)=iP(d-a/2) d=ddgge= 10in a=Asfy/0.85fcb= 1.08 in 4iM„= 33.5 ft-k OK,phi'Mn>Mu CHECK SHEAR IN COUNTERFORT(at insertl Shear on counterfort at insert Vu=R„tjo= 9.55k OVn=giVc+Vs z Vu Vu/k=Vc+Vs QVc=2m'sgrt(fc)'(H,„s-2.5")'wcF= 14.69 k OK,NO SHEAR REIN.NEEDED vu=Vu/bd= 70 psi vc=4iVc/Qbd= 126 psi (concrete portion of shear strength) vs=vul4-vc= 0 psi (required capacity of shear reinforcement) Shear Reinforcement Spacing<=d/2=4.75 in Use ss=4.75 in #3 stirrups A=2'0.11 in` =0.22 in' As,=vs'b's/fy= =0.000 in^2 (req'd area of shear reinforcement given spacing) No Stirrups Needed HW 4 of 10 #52152 Willow Glen CHECK HEADWALL BENDING ABOVE COUNTERFORT(to determine stirrups required in the headwall) Mstop=MsLLtop+Msatop= 12.2 ft-k Mutop=Muatop+Mucktop= 18.4 ft-k Check reinforcement: data: b=41.00 in (width of CF @ HW+20"(distribute load at 1:1 through HW)) h= 12.00 in (thickness of HW) cover= 2.0" bars= #5 A spacing= 12 As provided=Abar*b/space= 1.05 inA2 d= 9.69 in ULTIMATE LOADS REINFORCING CHECK R = Mu/tbd`= 64 psi Pcaicutated= 0.0011 (required for Mu) Prrrir,= 0.0028 (for 1.2M cr per AASHTO 8.17.1) pma.= 0.0214 (for 0.75 p baI per AASHTO 8.16.3.1.1) p,eq'd= 0.0014 (actually required) As redd=Preqd*bd= 0.55 inA2/ft As actual= 1.05 inA2/ft OK,Asactual>Asreq'd OK-reinforcement is 30%more than required by calculation,per AASHTO 8.17.1.2 OM„=4Asact*fY(d-ac/2)= 44.6 ft-k OK,phi*Mn>Mu SERVICE LOADS REINFORCING fs allowable= 33.7 ksi (per AASHTO 8.16.8.4) fs actual= 15.4 ksi OK, fs<fsallow HW 5 of 10 #52152 Willow Glen CHECK HEADWALL BENDING BTWN COUNTERFORTS-soil load only(to determine horizontal reinforcing in headwall) FRONT FACE: MsFF= 3.4 ft-k MUFF= 5.1 ft-k Check reinforcement: data: b= 87.00 in (height of HW minus the top 12", if there is an impact load) h= 12.00 in (thickness of HW) cover= 2.0" bars= #6 spacing= 12 in /� As provided=Abar*b/space= 3.20 inA2 d= 9.63 in ULTIMATE LOADS REINFORCING CHECK Re= Mu/Obd`= 8 psi PcaIcu,ated= 0.0001 (required for Mu) Pm;,,= 0.0028 (for 1.2Mc,per AASHTO 8.17.1) Pmax= 0.0214 (for 0.75pba! per AASHTO 8.16.3.1.1) Preq'd= 0.0002 (actually required) As req'd=Preqd*bd= 0.15 inA2/ft As actual= 3.20 in^2/ft OK,Asactual>Asreq'd OK-reinforcement is 30%more than required by calculation,per AASHTO 8.17.1.2 �M =0Asact*fy*(d-ac/2)= 134.0 ft-k OK,phi*Mn>Mu SERVICE LOADS REINFORCING fs avowable= 33.1 ksi (per AASHTO 8.16.8.4) fs actual= 1.4 ksi OK, fs<fsallow HW 6 of 10 #52152 Willow Glen BACK FACE: MsBF= 5.1 ft-k MuBF= 7.6 ft-k Check reinforcement: data: b= 87.00 in (height of HW minus the top 12", if there is an impact load) h= 12.00 in (thickness of HW) cover= 2.0" bars=#6 A spacing= 12 in A As provided=Abar*b/space= 3.20 inA2 d= 9.63 in ULTIMATE LOADS REINFORCING CHECK Ru=Mu/ibd`= 13 psi Pcalculated= 0.0002 (required for Mu) Pmin= 0.0028 (for 1.2Mcr per AASHTO 8.17.1) Pmax= 0.0214 (for 0.75 pba, per AASHTO 8.16.3.1.1) Preq•d= 0.0003 (actually required) As req'd=Precis'*bd= 0.23 inA2/ft As actual= 3.20 inA2/ft OK,Asactual>Asreq'd OK-reinforcement is 30%more than required by calculation,per AASHTO 8.17.1.2 (I)Mn=QAsact*fy*(d-ac/2)= 134.0 ft-k OK,phi*Mn>Mu SERVICE LOADS REINFORCING fs aiiowabie= 33.1 ksi (per AASHTO 8.16.8.4) fs actual= 2.1 ksi OK, fs<fsallow HW 7 of 10 #52152 Willow Glen CHECK HEADWALL BENDING BTWN COUNTERFORTS-Live load only(to determine additional horizontal reinforcing in front and back of headwall) NOTE:Assume that the top 12"of headwall works as a beam to distribute the barrier load to the counterfort supports FRONT T FACE: MsFF= 0.0 ft-k MuFF= 0.0 ft-k Check reinforcement: data: b= 12.00 in (assumed beam depth to carry live load) h= 12.00 in (thickness of HW) additional bars= #5 #of addi bars= 0 As provided= e^bar*b/space= 0.44 in^2 (uses the uniform front face bars in the top 12"plus any additional bars) d= 9.63 in ULTIMATE LOADS REINFORCING CHECK Ru=Mu/4ibd`= 0 psi Pcaicuiated= 0.0000 (required for Mu) ()min= 0.0028 (for 1.2M cr per AASHTO 8.17.1) Amax= 0.0214 (for 0.75 pba, per AASHTO 8.16.3.1.1) Preq'd= 0.0000 (actually required) As req'd=Preqd*bd= 0.00 inA2/ft As actual= 0.44 in^2/ft no reinforcing needed OK-reinforcement is 30%more than required by calculation,per AASHTO 8.17.1.2 01\ =4^sact*fy*(d-ac/2)= 18.5 ft-k OK,phi*Mn>Mu SERVICE LOADS REINFORCING fs allowable= 36.0 ksi (per AASHTO 8.16.8.4) fs actual= 0.0 ksi no reinforcing needed HW 8 of 10 #52152 Willow Glen BACK FACE: MsFF= 0.0 ft-k MUFF= 0.0 ft-k Check reinforcement: data: b= 12.00 in (assumed beam depth to carry live load) h= 12.00 in (thickness of HW) bars= #5 #of bars= 0 As provided=Abar*b/space= 0.44 tn^2 (uses the uniform back face bars in the top 12"plus any additional bars) d= 9.69 in ULTIMATE LOADS REINFORCING CHECK R,= Mu/OW`= 0 psi Pcalcutated= 0.0000 (required for Mu) Pm;o= 0.0028 (for 1.2M c,per AASHTO 8.17.1) pmax= 0.0214 (for 0.75 p bat per AASHTO 8.16.3.1.1) Preq•d= 0.0000 (actually required) As req'd=Preqd*bd= 0.00 inA2/ft As actual= 0.44 in^2/ft no reinforcing needed OK-reinforcement is 30%more than required by calculation,per AASHTO 8.17.1.2 �Mc=4)Asact*fy*(d-ac/2)= 19.3 ft-k OK,phi*Mn>Mu SERVICE LOADS REINFORCING fs allowable= 36.0 ksi (per AASHTO 8.16.8.4) fs actual= 0.0 ksi no reinforcing needed CHECK HEADWALL SHEAR Vu=R„(ult)= 11.85 k 4Vc=24*sgrt(fc)*d*S= 82.52 k (AASHTO 8-49) OK,phiVc/2>Vu HW 9 of 10 #52152 Willow Glen CHECK BENDING IN SLAB OF ARCH UNIT(to determine additional reinforcing required in top slab) Mssiab=MSLLsiab+MSDLsiab= 19.1 ft-k Mum,=MuLLtop+ MUDLtop= 28.6 ft-k Check reinforcement: data: b= 60.00 in (minimum of Section width or 60") h= 12.00 in (arch slab thickness) cover= 2.0" bars= #4 A spacing= 12 in A As brooded=^bar*b/space= 0.98 inA2 d= 9.75 in ULTIMATE LOADS REINFORCING CHECK Ru= Mu/mbd= 67 psi Pcalculated= 0.0011 (required for Mu) Pmin= 0.0027 (for 1.2Mc,per AASHTO 8.17.1) Pmax= 0.0214 (for 0.75 pba, per AASHTO 8.16.3.1.1) Preq'd= 0.0015 (actually required) As req•d=Preqd*bd= 0.86 In^2/ft As actual= 0.98 inA2/ft OK,Asactual>Asreq'd OK-reinforcement is 30%more than required by calculation,per AASHTO 8.17.1.2 WMn=OAsaci fy*(d-ac/2)= 42.4 ft-k OK,phi'Mn>Mu SERVICE LOADS REINFORCING fs allowable= 34.3 ksi (per AASHTO 8.16.8.4) fs actual= 25.2 ksi OK, fs<fsallow HW 10 of 10 #52152 Willow Glen AI/&VTCILI �•i'il►�I.� i �� BRIDGE SOLUTIONS INC. HITEC-METHOD WINGWALL CALCULATIONS PROJECT NUMBER: 52152 Wingwall 1 PROJECT NAME: Willow Glen DATE: May 12,2009 BY: JDR INPUT PARAMETERS: Wall geometry Soil properties Foundation Panel Height(high)= 14.16 ft No,i= 120 pcf D"= 2.0 ft Panel Height(low)= 4.92 ft 7 = 150 pcf B„9= 2.5 ft Wall Panel Length= 23.31 ft YLLsurcharge= 125 pcf o= 9 in Entire Wall length= 23.31 ft ¢AB = 32 Oso,,= 4.0 KSF Length of flat= 1.00 ft 0 AB = 0 sliding µ = 0.45 wall thickness= 12 s AB = 24 Wingwall Drop(high-low) = 9.24 ft • (I)Bc = 32 Railing or barrier Wall slope= 0 4142 0 BC = 30 INONE J Max fill ht.(t/road to e/ww) = 18.00 ft sec = 16 TN VW to load= 2.00 ft Fill Slope(perp to road) = 2.0 impact load= 0.00 K Wall angle(perp.to road) = 43 Fill slope(peril.to wall) = 2.93 Wingwall Panel Connected to Bridge Unit= IW Yes Overriding Perp slope Distance perp.slope Wall height Contrib. used heq Anchor Check Check'e' to anchor r@ anchor as anchor width Pa anchor LL surch Type F S nT Stability &Bearing Anchor#1 3.00 ft n 6.16 ft 5.50 ft 2.93 ft 0.00 ft B 3.3 OK OK Anchor#2 8.00 ft n 8.23 ft 5.00 ft 2 93 ft 0.00 ft C 2 8 OK OK Anchor#3 13.00 ft n 10.30 ft 5.00 ft 2 93 ft 0.00 ft C 2 0 OK OK Anchor#4 18.00 ft n 12.37 ft 5.16 ft 2.93 ft 0.00 ft D 2.0 OK OK Anchor#5 0.00 ft n 0.00 ft 0.00 ft 2.93 ft 0.00 ft B 141.3 N/A N/A H iCON SPAN' BEBO` - CONTINENTAL' �rwTieTuRAL r=wre s s.5-revs Arch Systems STEACFC1 BRIDGES BRIDGE WW1 of WW21 CALCULATION NOTES: 1.Wingwall calculations are done in accordance with the current edition of the AASHTO Standard Bridge Design Specifications. 2.Moments are summed about the toe(face)of the wingwall (point"o"on attached"Pressure Diagram"). 3.Ka is calculated using equation found in former AASHTO Standard Specifications Figure 5.9.2A(same as current AASHTO Standard Specifications Figure 5.5.2A, with B defined using a different reference line.) cost($+A) Ka= cos2Acos(9—S) 1+ sin(4)+8)sin(4)-13) 12 �cos(A—S)cos(e+(3)J 4.Only 80%of the soil unit weight is used for the eccentricity/stability calculation. This is a conservative assumption as explained in the full HITEC report"Evaluation of the CON/SPAN® Wingwall System" 5.The full 100%of the soil unit weight is used for the bearing calculations 6.These calculations conservatively assume that the wall anchor has the same unit weight as soil. 7.The wingwall angle(in plan view)is measured from perpendicular to roadway. 8. Barrier loads are distributed per AASHTO Standard Specifications Section 3 24 5.2 ru � C s-sys BEBOEMS Arch sPik TR ysram ST<IC: IST BR/DGES° BOIDOEENTAE WW2 of WW21 #52152 Willow Glen Anchor 1 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC 52152 Willow Glen 32 32 0 angle of wall to the y-axis 0 30 8 JDR 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or modulE settling more than backfill. =0.5`4),if modules are uniform width 13.5 4.92 x 23.31 2.0 a 23.31 43 slope of backfill(perpendicular to wall) 2.93 12 18.8 18.8 (K,),„= 0.37 (K.)Bc= 0.13 WW3 of WW21 #52152 Willow Glen Anchor 1 18 VARIABLE OF VARIABLE VALUE 37.75 H wingwall design height at anchor location(feet) 6 16 h,0,0,height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 13 angle of backfill(degrees) 18.8 L length of anchor(feet) 4.04 B I.unit weight of backfill(kcf) 0.120 yc 13 0.150 Ysurch 18 0.125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) . wall(W„) 0.92 0.50 0.46 0 46 soil L, 0.33 3.69 0.99 1.23 soil I. 1.29 3.02 3.12 3.90 soil Isoil HA 0.53 1.63 0.68 0.85 soil 118 0.59 3.02 1.42 1.77 W,u,c„,,,,,) 0.00 3.02 0 00 0.00 W„�„ 0.00 0.50 0.00 0 00 Soil Pressure (P„B), 0.15 504 0.73 073 (P B), 0.33 4.85 1.59 (PBc,), -0.07 3.89 -0 28 -0.28 (PBc,)„ 0.29 150 0.43 (PBc2), -0.04 3.50 -0 12 -0.12 (PBc2)„ 0.14 0 83 0.12 Ps,,,u,.c„{„.i) 0.00 3 77 0.00 TOTALS= 3.70 0 76 2.13 7.00 8.55 SUMMARY OF RESULTS F.S.(overturning)= EMR 3.3 >1.5,O.K. IMD WW4 of WW21 #52152 Willow Glen Anchor 2 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 9 angle of wall to the y-axis 0 30 6 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or modulE settling more than backfill. =0.5'4),if modules are uniform width =0.75'4),if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 43 slope of backfill(perpendicular to wall) 2 93 angle of backfill(perpendicular to wall) 18.8 18.8 (Kj = 0 37 (K,)Bc= 0.13 WW5of WW21 #52152 Willow Glen Anchor 2 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 8.23 h,,,,, height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 13 angle of backfill(degrees) 18.8 L length of anchor(feet) 5.04 C 7s unit weight of backfill(kcf) 120 7c unit weight of concrete(kcf) 150 7s„rC,, unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W„.) 1.23 0.50 0 62 0.62 soil IA 0.52 4.36 181 2.27 soil I„ 2.86 3.52 8.06 10.08 soil IIA0.95 2.13 1.61 2.01 soil Its 0.59 4.02 1.88 2.36 W,,,tas, 0.00 3.52 0.00 0.00 W„„, 0.00 0.50 0.00 0.00 Soil Pressure (PA„), 0.37 6.04 2.24 2.24 (PAB), 0.83 5.65 4.71 (PBc,), -0.11 4.88 -0.56 -0.56 (PBc,),, 0 46 1.50 0.69 (PBc2), -0.04 4.88 -0.17 -0.17 (PBC2), 0.14 0.83 0.12 P-c, 0.00 4.98 0.00 TOTALS= 6.37 1 43 5.52 15.50 18.84 SUMMARY OF RESULTS F.S.(overturning)= EMB 2.8 >1.5,O.K. nip WW6of WW21 #52152 Willow Glen Anchor 3 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 0 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5* ,if modules are uniform width. =0.75`(1),if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 43 slope of backfill(perpendicular to wall) 2.93 13 angle of backfill(perpendicular to wall) 18 8 18.8 (Ka)AB= 0.37 (K,)Bc= 0.13 WW7 of WW21 #52152 Willow Glen Anchor 3 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 10 30 h,,,,,height of live load surcharge(feet) 0 00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 (3 angle of backfill(degrees) 18 8 L length of anchor(feet) 5.04 C Y:unit weight of backfill(kcf) 120 y unit weight of concrete(kcf) 150 Y.ura, unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (Wft) (klft) (ft) (ft-Wft) (ft-k/ft) (ft-Wft) wall(W„) 1.55 0.50 0 77 0.77 soil IA 0.52 4.36 1.81 2.27 soil 18 4.12 3.52 11.59 14.49 soil II, 0.95 2.13 161 2.01 soil II. 0.59 4.02 1.88 2.36 W,,,,,,,.„ 0.00 3 52 0 00 0.00 W,,,„„„ 0.00 0.50 0.00 0.00 -Soil Pressure (PAB), 0.65 6 04 3 91 3.91 (PAB)n 1.46 6.34 9.23 (Pec,)„ -0.15 4 88 -0.74 -0.74 (PBc,)n 0.60 1.50 0.91 (Pecz), -0.04 4.88 -017 -0.17 (Pscz)n 0.14 0.83 0.12 P,,,r,„ 0.00 6.01 0.00 TOTALS= 8.17 2 20 10.26 20.67 24.89 SUMMARY OF RESULTS F.S.(overturning)= Y.M. 2.0 >1.5, O.K. EMo WW8 of WW21 #52152 Willow Glen Anchor 4 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 9 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5'4),if modules are uniform width. =0.75'4p,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 43 slope of backfill(perpendicular to wall) 2.93 angle of backfill(perpendicular to wall) 18.8 18.8 (K,) = 0.37 (K.)ec= 0.13 WW9 of WW21 #52152 Willow Glen Anchor 4 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 12.37 h.Wd,height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 (i angle of backfill(degrees) 18.8 L length of anchor(feet) 6.04 D 'is unit weight of backfill(kcf) 120 7B unit weight of concrete(kcf) 150 Ysuroh unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W„) 1.86 0.50 0.93 0.93 soil IA 0.75 5.03 3 00 3.75 soil lB 6.43 4 02 20.69 25.86 soil IIA 1 37 2.63 2 87 3.58 soil IIB 0.59 5 02 2.35 2.94 Ws„rt,g, 0 00 4 02 0.00 0 00 W,,,,e, 0.00 0 50 0 00 0.00 Soil Pressure (PAB)„ 1 07 7 04 7.51 7.51 (PAB),, 2 40 7.14 17.12 (PBc,), -0.19 5.88 -1.14 -114 (PeC,)n 0 78 1.50 1 16 (PBc2), -0 04 5 88 -0.21 -0.21 (PBc2)A 0.14 0 83 0.12 P,„,d, 0.00 7 22 0.00 TOTALS= 11 82 3.31 18.40 36.00 43.23 SUMMARY OF RESULTS F S (overturning)= EMR 2.0 >1.5, O.K. EM„ WW10of WW21 #52152 Willow Glen II. CHECK OVERTURNING STABILITY AT CONNECTION PLATES The connection plates provide stability for the portion of the wall not supported by the anchors,i.e.,the section closest to the culvert (See wingwall sketch) Data: Find soil pressure on section: number of plates= 3 Because the wall is more rigid at the plates, O= 32 at-rest soil pressure coefficient(Kp)is used. 5=24 =0.12 Ka =1-sin i = 0.47 (AASHTO eqn 5 5 2-2) Yc.o,re.) =0.125 wall height @ plates(H)= 14.16 ft DEAD LOAD REACTIONS Live load surcharge(h)= 0.00 ft Plate#1= 5 63 kips section width for plates(S)=2.7 ft Plate#2= 7 25 kips Plate#3= 0.83 kips yp,= 0.75 ft yp2= 7.00 ft LIVE LOAD REACTIONS yp,= 11.75 ft Plate#1= 0.00 kips A,d,= 0.79 Plate#2= 0.00 kips (A307 boll- tp„,e= 1.0 in Plate#3= 0.00 kips AASHTO table ,. $F„p„)= 30 ksi 10.56A)I F,vpv„i= 36 ksi Find factored reaction: Moment Arm=4 75 in Load factors are per AASHTO 3.22.1 &Table 3.22.1A _ P.p=YQePm..0..)+Y(1 67)Pmwu) Prx=(1.3)(1.15)pcou+(1.3)(1.67)Piw L _ Plate#1= 8.42 kips Plate#2= 10.84 kips Controls Plate#3= 1.24 kips = pF P,m...,.pw.,,= 10.84 kips P Check bolts: °L—r The special Richmond Screw Anchor"wingwall insert"pullout capacity = was obtained from the manufacturer and has approx.3:1 safety factor. u )' Pullout capacity=16.5 k/bolt Controls P111011_I a Bolt tension=$FAb„ =23.7 k/bolt 1 F S =Capacity'2 bolts =3.04 > 1.0, OK Check bending of plate: Sum moments about corner of plate,point"o" pu,, E Mp =(p„,,)(moment arm)=51498 lb-in Ip=bh3/12 =0.83 inA4 ° Plan = < F,=0.9F, OK �=31 ksi � Moment arm I (AISC LRFD-F2 states 0b =0.9) length of connection plate is 10" WW11 of WW21 #52152 Willow Glen III. CHECK SOIL BEARING PRESSURE AND SLIDING UNDER CAST-IN-PLACE FOOTING The reaction will be supported on the horizontal portion of the anchor plus the footing. R,= Total vertical reaction at anchor(using 100%of soil weight) R,=Total horizontal reaction at anchor. MD= Disturbing moment at anchor Al„,,= Resisting moment due to 100%of soil at anchor. Summary of loads at anchors anchor R, R„ MO MR, anchor base length (K/F) (K/F) (K-FIF) cc{/0 1 1.73 3.70 0.76 2.13 8.55 2 2.73 6.37 1.43 5.52 18.84 3 2.73 8.17 2.20 10.26 24.89 4 3.73 11.82 3.31 18.40 43.23 5 1.73 0.00 0.00 0.00 0.00 Check the bearing pressure under the wall anchor Dftg= 2.0 ft Qaoow= 4.0 KSF Bftg= 2.5 ft sliding friction µ = 0.45 o Irfriro= 9in Wftg= 0.75 klf T Roo,= total vertical reaction(R„+Wftg) B= bearing width di_ Wftg grout = maximum of(anchor base length+o)or Bryg I £= location of vertical resultant(R,,o,)along bearing width Rvia R„+Wny i = RV((Mrte-MoYR„+o)+W ftg(B/2) Rog, --_-_C--- e= eccentricity of resultant !Bfts = B/2-r: (must be less than B/6 per AASHTO 4.4.7.1.1.1) IF B'= adjusted bearing width = B-2e q= bearing pressure(must be less than Qa„o„,) = Komi B' Check bearing pressure at each anchor B r check B' check anchor (ft) (ft) e e (ft) q q 1 3.48 2.28 -0.54 OK 2.41 1.85 OK 2 4.48 2.67 -0 43 OK 3.61 1.97 OK 3 4.48 2 43 -0.19 OK 4.10 2.18 OK 4 5.48 2 75 -0.01 OK 5.45 2.31 OK 5 0.00 0.00 0.00 n/a 0.00 0 00 n/a WW12 of WW21 #52152 Willow Glen Check the sliding factor of safety FS ,= µ•R„tot (AASHTO Figure 5 5.5A) Rh (must be> 1.5 per AASHTO 5.5.5) =friction factor from AASHTO Table 5.5.2E for mass- =tan 5(but max 0.5) concrete on soil Check sliding at each anchor R,,,,,, µ'R„,,o, F.S.st check anchor (k/f) (k/f) F.S.,, 1 4.45 2.00 2.65 OK 2 7.12 3.20 2.23 OK 3 8.92 4.02 182 OK 4 12.57 5.66 1.71 OK 5 0.00 0.00 0.00 n/a WW13of WW21 #52152 Willow Glen IV. CHECK BENDING OF FOOTING CROSS SECTION According to AASHTO 4.4.11.6.1.,bending need not be considered in footings when the footing depth, D,exceeds the projection,pr,of the footing beyond the edge of the wall. pr,=offset(o)= 9 in pre=B-o-t= 9in Controls pr , = 9in 'r Pr2 projection<D OK Use minimal steel stirrups p #4 @ 48 inches o.c. B WW14 of WW21 #52152 Willow Glen V. CHECK WALL SECTION-BENDING AND SHEAR(vertical bars) Assumptions: 1. Wall stem is cantilevered from anchor(AASHTO 5.5.6.2) 2.Use active earth pressure because wall can deflect at top. (AASHTO 5.5.2) 3. Use K. and S from Anchor Stability Calculations. II vertical bars Horizontal loads: P" P„=(1/2)y K,h2(cos 8) • • L Pu.=y K,h(h„,c,,,,,,)(cos 8) • -i 0 P-...=P.,/!-des, c) t Factored forces: Load factors are per AASHTO 3.22.1&Table 3.22.1A 'n M„=Section width((1.3)(1.3)Pg,,(h/3)+(1.3)(1.67)PLLh(h/2)+(1.3)(1.67)P,„,p(h+Ymp)1 ri V„=Section width[(1.3)(1.3)Psh+(1.3)(1 67)PLLh+(1.3)(1.67)P„pl Summary of forces at anchors H h haurcharga P.n PLw P..p M„ V. anchor (ft) (ft) (ft) (k/ft) (k/ft) (k/ft) (k-ft) (k) 1 6.16 2.66 0.00 0.14 0.00 0 00 1.17 1.32 2 8.23 4.73 0.00 0.45 0.00 0.00 5.99 3.79 3 10.30 6.80 0 00 0.93 0.00 0.00 17 78 7.84 4 12.37 8.87 0 00 1.58 0 00 0.00 40.68 13.75 5 0.00 0 00 0.00 0 00 0.00 0.00 0 00 0.00 Check bending(reinforement)at anchors R„ = M„ f',= 4000 psi gebd 2 f,= 60000 psi 1 II �Rl 4,= 0.9 (AASHTO 8.16 1 2 2) Pad=m 1-J1-- fY JI m=f,10.85f,= 17.65 d= 9.81 in pc, =steel ratio required to achieve 1.2M,„per AASHTO 8.17.1.1 b= anchor's contrib.width p„, =The requirement of 8 17.1.1.Maybe waived if the area of reinforcement provided is 1/3 greater than that required. anchor R. p,,,, p, p.;. A,m„ A„„,,,,, check (psi) (in2) (in2) 1 2 0.0000 0.0027 0.0001 0.03 0.94 OK 2 14 0.0002 0.0027 0.0003 018 1.04 OK 3 41 0.0007 0.0027 0.0009 0 53 1.04 OK 4 91 0.0015 0.0027 0.0020 1.21 1.87 OK 5 0 0.0000 0.0027 0 0000 0.00 #VALUE! N/A Check shear According to AASHTO 8.16.6.6.and 8.19.1.,shear reinforcement is not required if V„ < 0 V c 0 Vc= (0.85)(2)rbd (V,calcualated by AASHTO eq'n 8-49. This equation(beam action)is the minimum shear strength of the section,because two-way action will always give a greater shear strength.) anchor 4i V, check V,<V, 1 69.63 OK 2 63.30 OK 3 63.30 OK 4 65.26 OK 5 0 00 N/A WW15of WW21 #52152 Willow Glen VI.CHECK TYPE'B'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure),shear,tension,and combined shear&tension Front face of Precast Wan - embedment depth(re), 6 in Attachment depth= 42 in X head dimension(Xdhead)= 3 in Y head dimension(Ydt1edd)= 3 in Bar size=#6 3-shoed #rows= 1 6 \ r-#6 connection bar row spacing=4 in !r wall thickness(t)= 12 in x=Xdbead(since only 1 column)= 3 in y=(#rows-1)(row spacing)+Ydbaad= 3 in 41 ' z=min(x,y)= 3 in :a. Nee=(z+2Pe)/2= 7.5in g" l+ AR=(x+tee 2t)(Y+2fe 2t)= 81.0 in^2 embed.min_ ' I fc=4000 psi Failure surface—, f,= 60000 psi concrete= 0.85 jr\1 �. (i)steel= 0.90 L _ \. 3"0 head TENSION CAPACITY(Per PCI Design Handbook 66.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs if t>=he,„,4iPc=4i2 67sgrt(fc)(x+2ee)(y+28e) iiPy=4ify(Abar)(#bars) if t<h,,,,n,OP,=02.67sgrt(fc)[(x+2?e)(y+2ee)-AR] iliPy= 23.86 K 4iPc= 32.30 K controlling tension capacity(OP)= 23.86 K Find moment capacity of anchor Moment capacity of anchor(0M0)=iliP(d-a/2) d=attachment depth-bar cover-(y-dt,ead)/2= 40 in a=Asftl0.85fcb= 1.30 in 4Mo= 78.23 k-f WW16of WW21 #52152 Willow Glen SHEAR CAPACITY(Per PCI Design Handbook 66.5.2.2) Find shear capacity of concrete qVc=(pV'cCWC,CC oV'e=012.5de'bsgrt(fe) =167 6 K Cw=1 +spacing/3.5de<#columns =1.0 C)=t/1.3de<=1.0 =0.23 C,=0.4+0.7d,Jde<=1.0 =1.0 de=attachment depth-cover-bar dia/2 =40 in • de=distance to side of wingwall =36 in (I)Ve=4V'eCwC,C,= 39.05 K Find shear capacity of studs OVy=00.9fyAbar(#bars) $V,= 21.47 K controlling shear capacity(0 V)= 21.47 K FIND LOADS Unfactored loads on anchors: Factored loads: Mo)ol) =(sec width)MD(an°h°r) Load factors are per AASHTO 3.22.1 &Table 3.22.1A MM.) =(sec width)(MD,,,,,„a)+P,,,,`(wall ht+ymP)) M°=(1.3)(1.3)Mo,oL)+(1.3)(1.67)MsLL, P,=M°/(d-a/2)°cos(bar angle) V,=M°/(d-a/2)'sin(bar angle) bar angle= 0° Summary of forces MOM.) MD(u) M P. V° anchor ft-k ft-k ft-k k k 1 11.7 0.0 19.8 6.0 0.0 2 0.0 0.0 0.0 0 0 0 0 3 0 0 0.0 0.0 0.0 0.0 4 0.0 0 0 0 0 0 0 0.0 5 0.0 0.0 0.0 0.0 0.0 Summary of results check check check check check combined combined anchor OM >M„ 4iP>Pu 4)V>V Ve&Pc Vs&P. 1 OK OK OK OK OK 2 n/a n/a n/a n/a n/a 3 n/a n/a n/a n/a n/a 4 n/a n/a n/a n/a n/a 5 OK OK OK OK OK WW17 of WW21 #52152 Willow Glen VI.CHECK TYPE'C'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure),shear,tension,and combined shear&tension Front face of 1• precast wall-- -- embedment depth(e)= 6 in Attachment depth=42 in X head dimension(Xdhead)= 3 to Mo Y head dimension(Ydhead)= 3 in 3"i head Bar size=#6 #rows= 3 #6 connection bar row spacing= 5 in wall thickness(t)= 12 in o—� x=Xdhead(since only 1 column)= 3 in y=(#rows-1)(row spacing)+Ydhead= 13 in jo / e z=min(x,y)= 3 in hmin=(z+2Pe)/2= 7.5 in 6•min I- _- AR=(x+2te 2t)(y+2CE 2t)= -9.0 in^2 embed. --t — f =4000 psi Failure surface-..., fy=60000 psi 43 concrete=0.85 5teei=0.90 t_ deae 3"fhead TENSION CAPACITY(Per PCI Design Handbook 66.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs if t>=hm;n,41Pc= •2.67sgrt(fc)(x+2ee)(y+2Pe) iiPy=ify(Aoar)(#bars) if t<hmin,�P =02.67sgrt(fc)[(x+2e)(y+2Pe)-AR] (pPy= 71 57 K 1:1)Pc= 53 83 K controlling tension capacity(OP)= 53.83 K Find moment capacity of anchor Moment capacity of anchor(OW)=4iP(d-a/2) d=attachment depth-bar cover-(y-Ydhead)/2= 35 in a=Asfy/0.85fcb= 3.90 in OK,= 148.25 k-f WW18of WW21 #52152 Willow Glen SHEAR CAPACITY(Per PCI Desiqn Handbook§6.5.2.2) Find shear capacity of concrete 4iV,=oV'cCwC,C, or,_012.5de'bsgrt(fc) = 167.6 K Cw=1 +spacing/3.5de<#columns =1.0 C,=t/1.3de<=1.0 =0.23 Cc=0.4+0.7de/de<=1.0 =1.0 de=attachment depth-cover-bar dia/2 =40 in de=distance to side of wingwall =36 in (We=ctiV'eCwC,Ce= 39.05 K Find shear capacity of studs (0Vy=00.9fyAbar(#bars) 4Vy= 64.41 K controlling shear capacity(OV)= 39.05 K FIND LOADS Unfactored loads on anchors: Factored loads: M„,o,, =(sec width)M„„„ „ Load factors are per AASHTO 3.22 1&Table 3.22.1A Ma11, =(sec width)(M„te„,, +Pm;(wall ht+y,,,,p)) M,=(1.3)(1.3)M„P.,+(1.3)(1.67)MaLL, Pu=Mu/(d-a/2)*cos(bar angle) Vu=M°/(d-a/2)`sin(bar angle) bar angle= 0° Summary of forces Maou MqLu M° P° V. anchor ft-k ft-k ft-k k k 1 0.0 0.0 0.0 0.0 0.0 2 27.6 0.0 46 6 16.9 0.0 3 51.3 0.0 86.7 315 0.0 4 0.0 0 0 0 0 0.0 0 0 5 0.0 0.0 0.0 0.0 0.0 Summary of results check check check check check combined combined anchor (MQ>M„ §P>P„ 4iV>V„ V°&Pc Vs&Ps 1 n/a n/a n/a n/a n/a 2 OK OK OK OK OK 3 OK OK OK OK OK 4 n/a n/a n/a n/a n/a 5 n/a n/a n/a n/a n/a WW19of WW21 #52152 Willow Glen VI.CHECK TYPED'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure),shear,tension,and combined shear&tension Front face of - I embedment depth(?e)= 9 in precast wall— Attachment depth= 42 in X head dimension(Xdhead)= 3 in Y head dimension(Ydhead)= 3 in Bar size=#6 3"0 head_ #rows= 6 #6 connection bar row spacing= 4 in wall thickness(t)= 12 in -r x=Xdhead(since only 1 column)= 3 in y=(#rows-1)(row spacing)+Ydhead= 23 in q j z=min(x,y)= 3 in §II hmin=(z+2Qe)/2= 10.5 in i -51.0 in^2 =(x+2te 2t)(Y+2?e 2t)= mbed ' T' f =4000 psi Failure surface— f,= 60000 psi 4)concrete= 0.85 4)steel= 0.90 <>Th-s,Nr_ /Jr 3"q)head TENSION CAPACITY(Per PCI Design Handbook 66.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs If t>=hmin,0Pc=i2.67sgrt(fc)(x+2?e)(y+2ie) OP,=4ify(Abef)(#bars) if t<hmi ,4iP�=ii2.67sgrt(fc)[(x+2 e)(y+2[e)-AR] iPy= 143.14 K (pipe= 123 58 K controlling tension capacity(OP)= 123.58 K Find moment capacity of anchor Moment capacity of anchor(qMn)=dP(d-a/2) d=attachment depth-bar cover-(y-Ydhead)/2= 30 in a=AsfI0.85feb= 7.80 in (1)Mn= 268.82 k-f WW20of WW21 #52152 Willow Glen SHEAR CAPACITY(Per PCI Design Handbook$6.5.2.2) Find shear capacity of concrete =4iV'cC,,,C,Co =012 5de'5sgrt(fc) =167.6 K Cw=1 +spacing/3.5de<#columns =1.0 C,=t/1 3de<=1.0 =0 23 Co=0.4+0.7de/de<=1.0 =1.0 de=attachment depth-cover-bar dia/2 =40 in de=distance to side of wingwall =36 in (Wc=4V'oC,yC,C,= 39.05 K Find shear capacity of studs OVy=if0.9f,Aoe,(#bars) •V,= 128.82 K controlling shear capacity(0V)= 39.05 K FIND LOADS Unfactored loads on anchors: Factored loads: Mo,o<, =(sec width)Mo,.„c„s) Load factors are per AASHTO 3.22.1&Table 3.22.IA Mo,a =(sec width)(Mo,..„°,)+P,.;(wall ht+y,.,,)) M°=(1.3)(1.3)M„,o<)+(1.3)(1.67)Mo(u) P�=M,/(d-a/2)'cos(bar angle) V.=M./(d-a/2)*sin(bar angle) bar angle= 0° Summary of forces MINER.) Mo,u) M° P„ V. anchor ft-k ft-k ft-k k k 1 0.0 0 0 0.0 0.0 0.0 2 0.0 0 0 0 0 0.0 0.0 3 0.0 0 0 0.0 0.0 0 0 4 94.9 0.0 160.3 73.7 0.0 5 0 0 0.0 0.0 0.0 0 0 Summary of results check check check check check combined combined anchor $M„>M OP>P„ 4iV>V„ Vc&Pc Vs&Ps 1 n/a n/a n/a n/a n/a 2 n/a n/a n/a n/a n/a 3 n/a n/a n/a n/a n/a 4 OK OK OK OK OK 5 n/a n/a n/a n/a n/a WW21 of WW21 #52152 Willow Glen �'"-% Ii n BRIDGE SOLUTIONS INC. HITEC-METHOD WINGWALL CALCULATIONS PROJECT NUMBER: 52152 Wingwall 2 PROJECT NAME: Willow Glen DATE: May 12,2009 BY: JDR INPUT PARAMETERS: Wall geometry Soil properties Foundation Panel Height(high)= 14.16 ft No,,= 120 pcf Dft9= 2.0 ft Panel Height(low)= 6.92 ft Noon= 150 pcf Bf,9= 2.5 ft Wall Panel Length= 28.24 ft NLLsercherge= 125 pcf o= 10 in Entire Wall length= 28.24 ft 0 AB = 32 Qom„= 4.0 KSF Length of flat= 1.00 ft 0 AB = 0 sliding µ = 0.45 wall thickness= 12 8 AB = 24 Wingwall Drop(high-low) = 7 24 ft 0 BC = 32 Railing or barrier Wall slope= 0.2658 0 Bc = 30 (NONE J Max fill ht.(/road to bnvw) = 18.00 ft 8 Bc = 16 T/WW to load= 2.00 ft Fill Slope(perp.to road)= 2.0 impact load= 0.00 K Wall angle(peril.to road) =44 Fill slope(peril to wall) = 2.88 Wingwall Panel Connected to Bridge Unit= P. Yes Overriding Perp slope Distance perp.slope Wall height Contrib used heq Anchor Check Check'e' to anchor (a anchor (@ anchor width @ anchor LL surch Type F.S.(IT Stability &Beannq Anchor#1 3.00 ft n 7.72 ft 5 50 ft 2 88 ft 0.00 ft B 2.3 OK OK Anchor#2 8.00 ft n 9.05 ft 5.00 ft 2 88 ft 0.00 ft C 2.4 OK OK Anchor#3 13.00 ft n 10.38 ft 5 00 ft 2.88 ft 0.00 ft D 2.5 OK OK Anchor#4 18.00 ft n 11 70 ft 5.00 ft 2.88 ft 0.00 ft D 2.1 OK OK Anchor#5 23.00 ft n 13.03 ft 5.12 ft 2 88-ft 0.00 ft E 2.2 OK OK WW2 1 of 26 CALCULATION NOTES: 1.Wingwall calculations are done in accordance with the current edition of the AASHTO Standard Bridge Design Specifications. 2.Moments are summed about the toe(face)of the wingwall (point's"on attached"Pressure Diagram"). 3.Ka is calculated using equation found in former AASHTO Standard Specifications Figure 5 9.2A(same as current AASHTO Standard Specifications Figure 5.5.2A, with 0 defined using a different reference line.) cost A) Ka 2 COS2 oCOO-S 1+ sin(4)+8)sin(4)— 3) ico e-8)cos(8+R) 4.Only 80%of the soil unit weight is used for the eccentricity/stability calculation. This is a conservative assumption as explained in the full HITEC report"Evaluation of the CON/SPAN® Wingwall System" 5.The full 100%of the soil unit weight is used for the bearing calculations. 6.These calculations conservatively assume that the wall anchor has the same unit weight as soil. 7.The wingwall angle(in plan view)is measured from perpendicular to roadway. 8. Barrier loads are distributed per AASHTO Standard Specifications Section 3.24.5.2. WW2 2 of 26 #52152 Willow Glen Anchor 1 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC 52152 2 $ Willow Glen 32 32 9 angle of wall to the y-axis 0 30 8 JDR 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5*$,if modules are uniform width. 13.5 6.92 x 28.24 2.0 a 28.24 44 slope of backfill(perpendicular to wall) 2.88 0 10 19.2 19.2 (K,)AB= 0.37 (K,)Bc= 0.13 WW2 3 of 26 #52152 Willow Glen Anchor 1 VARIABLE 18 VALUE OF VARIABLE 60 H wingwall design height at anchor location(feet) 7.72 h,,„, height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 fi angle of backfill(degrees) 19.2 L length of anchor(feet) 4.04 B 7s unit weight of backfill(kcf) 0.120 7c 13 0.150 7surch 18 0.125 (per AASHTO 5.5.2) 23 "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W„,) 1.16 0.50 0.58 0.58 soil IA 0.34 3.69 1.00 1.26 soil I, 2.04 3.02 4.94 6.17 soil HA 0.53 1.63 0.68 0.85 soil II, 0.59 3.02 1.42 1.77 Ws,xu,,,9„„,„) 0.00 3.02 0.00 0.00 W,,,,,,, 0.00 0.50 0.00 0.00 Soil Pressure (PAB)„ 0.28 5.04 1.43 1.43 (PAB), 0.64 5.37 3.43 (PBc,), -010 3.89 -0.39 -0.39 (PBci)n 0.40 1.50 0.60 (PBc2) -0.04 3.50 -0.12 -0.12 (PBcz)h 0.14 0.83 0.12 0.00 4.56 0.00 TOTALS= 4.80 1.18 4.15 9.54 11.55 SUMMARY OF RESULTS F.S. (overturning)= EMR 2.3 > 1.5. O.K. EMc WW2 4of26 #52152 Willow Glen Anchor 2 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC • friction angle of soil 32 32 6 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5`4),if modules are uniform width. =0.75`0,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 44 slope of backfill(perpendicular to wall) 2.88 angle of backfill(perpendicular to wall) 19.2 19.2 (Ka)AB= 0.37 (Ka)Bc= 0.13 WW2 5of26 #52152 Willow Glen Anchor 2 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 9.05 h.,,,0 height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 ft angle of backfill (degrees) 19.2 L length of anchor(feet) 5.04 C Ts unit weight of backfill(kcf) 120 T. unit weight of concrete(kcf) 150 ?surd, unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W,.,) 1.36 0.50 0.68 0.68 soil IA 0.53 4.36 1.85 2.31 soil lB 3.35 3.52 9.45 11.81 soil HA 0.95 2.13 1.61 2.01 soilll8 0.59 4.02 1.88 2.36 W,u,U,rg. 0.00 3.52 0.00 0.00 W„rape, 0.00 0.50 0.00 0.00 Soil Pressure (PAB), 0.48 6.04 2.89 2.89 (PAB)h 1.07 5.93 6.38 (PBd,), -0.13 4.88 -0.63 -0.63 (PBc,)h 0.52 1.50 0.78 (P8c2), -0.04 4.88 -0.17 -0.17 (PBC2)h 0.14 0.83 0.12 Ps,,,, 0.00 5.40 0.00 TOTALS= 7.08 1.74 7.28 17.54 21.24 SUMMARY OF RESULTS F.S. (overturning)= EMR 2.4 >1.5, O.K. EMo WW26of26 #52152 Willow Glen Anchor 3 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 6 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5*$,if modules are uniform width. =0.75*$,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 44 slope of backfill(perpendicular to wall) 2.88 angle of backfill (perpendicular to wall) 19.2 19.2 (Ka)AB= 0.37 (Ke)ec= 0.13 WW2 7of26 #52152 Willow Glen Anchor 3 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 10.38 h.,,,Ch height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 5 angle of backfill(degrees) 19.2 L length of anchor(feet) 6.04 D is unit weight of backfill(kcf) 120 Y. unit weight of concrete(kcf) 150 Ysurch unit weight of surcharge(kcf) 125 (perAASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(Ww) 1.56 0.50 0.78 0.78 soil IA 0.76 5.03 3.06 3.82 soil Is 4.98 4.02 16.03 20.03 soil h A 1.37 2.63 2.87 3.58 soil116 0.59 5.02 2.35 2.94 W,.,t.,ge 0.00 4.02 0.00 0.00 W,.,,,e, 0.00 0.50 0.00 0.00 Soil Pressure (PAB) 0.72 7.04 5.09 5.09 (PAB)h 1 63 6.49 10.55 (PBc,) -0.16 5.88 -0.94 -0.94 (PBc,)h 0.64 1.50 0.96 (PBc2) -0.04 5.88 -0.21 -0.21 (PBc2)h 0.14 0.83 0.12 P.,,,,, 0.00 6.24 0.00 TOTALS= 9.78 2.41 11.63 29.03 35.10 SUMMARY OF RESULTS F.S. (overturning)= LK, 2.5 >1.5, O.K. EMc WW2 8of26 #52152 Willow Glen Anchor 4 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 6 angle of wall to the y-axis 0 30 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5'p, if modules are uniform width. =0.75'0,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 44 slope of backfill(perpendicular to wall) 2.88 angle of backfill(perpendicular to wall) 19.2 19.2 (K,)„B= 0.37 (K,)Bc= 0.13 WW2 9of26 #52152 Willow Glen Anchor 4 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 11.70 h.„„B height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 a angle of backfill (degrees) 19.2 L length of anchor(feet) 6.04 D 7s unit weight of backfill(kcf) 120 T. unit weight of concrete(kcf) 150 7sur h unit weight of surcharge(kcf) 125 (perAASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(Ww) 1.76 0.50 0.88 0.88 soil IA 0.76 5.03 3.06 3.82 soil18 5.95 4.02 19.12 23.90 soill1A 1.37 2.63 2.87 3.58 soil JIB 0.59 5.02 2.35 2.94 W,,,,,a,,,w 0.00 4.02 0.00 0.00 W,„a, 0.00 0.50 0.00 0.00 Soil Pressure (PAB), 0.95 7.04 6.71 6.71 (PRO', 2.14 6.93 14.85 (PB,,), -0.18 5.88 -1.08 -1.08 (PBc,)h 0.74 1.50 1.10 (PBC2) -0.04 5.88 -0.21 -0.21 (PBc2)„ 0.14 0.83 0.12 Pw,,, 0.00 6.90 0.00 TOTALS= 11.15 3.02 16.08 33.70 40.55 SUMMARY OF RESULTS F.S.(overturning)= EMR 2.1 >1.5, O.K. EM„ WW2 10 of 26 #52152 Willow Glen Anchor 5 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 0 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5*4),if modules are uniform width. =0.75*4),if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 44 slope of backfill(perpendicular to wall) 2.88 angle of backfill(perpendicular to wall) 19.2 19.2 = 0.37 (Ke)ec= 0.13 WW2 11 of 26 #52152 Willow Glen Anchor 5 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 13.03 h.„,0 height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 13 angle of backfill(degrees) 19.2 L length of anchor(feet) 7.04 E y, unit weight of backfill(kcf) 120 yc unit weight of concrete(kcf) 150 Ysurch unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(Ww) 1.95 0.50 0.98 0.98 soil IA 1.03 5.69 4.70 5.88 soillB 8.05 4.52 29.12 36.40 soil IL, 1.79 3.13 4.46 5.58 soil118 0.59 6.02 2.82 3.53 Ws,,,,,,9e 0.00 4.52 0.00 0.00 W,,,.,e, 0.00 0.50 0.00 0.00 Soil Pressure (PAB), 1.29 8.04 10.37 10.37 (PAe)h 2.90 7.49 21.70 (Pec,), -0.21 6.88 -1.47 -1.47 (PBc+)h 0.86 1.50 1.28 (PBC2) -0.04 6.88 -0.24 -0.24 (PBC2)h 0.14 0.83 0.12 P.ur„ 0.00 7.74 0.00 TOTALS= 14.45 3.89 23.10 50.74 61.02 SUMMARY OF RESULTS F.S.(overturning)= EMB 2.2 >1.5, O.K. EMr, WW2 12 of 26 #52152 Willow Glen II. CHECK OVERTURNING STABILITY AT CONNECTION PLATES The connection plates provide stability for the portion of the wall not supported by the anchors, i.e., the section closest to the culvert. (See wingwall sketch) Data: Find soil pressure on section: number of plates= 3 Because the wall is more rigid at the plates, 0= 32 at-rest soil pressure coefficient(K„)is used. 6= 24 = 0.12 K. = 1-sin 4= 0.47 (AASHTO eqn 5.5.2-2) Ycw w ) = 0.125 wall height @ plates(H)= 14.16 ft DEAD LOAD REACTIONS Live load surcharge(h)= 0.00 ft Plate#1 = 5.56 kips section width for plates(S)= 2.6 ft Plate#2= 7.16 kips Plate#3= 0.82 kips Y.,= 0.75 ft yp2= 7.00 ft LIVE LOAD REACTIONS yp,= 11.75 ft Plate#1 = 0.00 kips A„„„= 0.79 Plate#2= 0.00 kips (A307 bolt- t. .= 1.0 in Plate#3= 0.00 kips AASHTO table . 4,F(„p,p= 30 ksi 10.56A) FY,p,,,o= 36 ksi Find factored reaction: Moment Arm=4.75 in Load factors are per AASHTO 3.22.1 & Table 3.22.1A _ Pvao='YQEPmo(oL)+1(1.67)Pme.(LL) =(1.3)(1.15)P(m)+(1.3)(1.67)Pau t Plate#1 = 8.31 kips Pxa) Plate#2= 10.70 kips Controls Plate#3= 1.22 kips = Pu, 10.70 kips PK aI Check bolts: poi I The special Richmond Screw Anchor "wingwall insert"pullout capacity was obtained from the manufacturer and has approx. 3:1 safety factor. II a Pullout capacity =16.5 k/bolt Controls iT '' Bolt tension=4,FA„o„ =23.7 k/bolt F.S. =Capacity*2 bolts =3.08 > 1.0, OK IL (Pay) taoo. I Check bending of plate: Sum moments about corner of plate,point"o" Prat E Mo =(p,,.)(moment arm) =50819 lb-in Ip=bh3/12 =0.83 inA4 Pfac dm„= My =30ksi = 0.9FY OK Moment arm Id (AISC LRFD-F2 states 0„ =0.9) length of connection plate is 10" WW2 13 of 26 #52152 Willow Glen III. CHECK SOIL BEARING PRESSURE AND SLIDING UNDER CAST-IN-PLACE FOOTING The reaction will be supported on the horizontal portion of the anchor plus the footing. R,= Total vertical reaction at anchor(using 100%of soil weight). Rh= Total horizontal reaction at anchor. Mo= Disturbing moment at anchor. MRb= Resisting moment due to 100%of soil at anchor. Summary of loads at anchors anchor R, Rh MD MRb anchor base length (K/F) (K/F) (K-FIF) (K F/F) 1 1.73 4.80 1.18 4.15 11.55 2 2.73 7.08 1.74 7.28 21.24 3 3.73 9.78 2.41 11.63 35.10 4 3.73 11.15 3.02 16.08 40.55 5 4.73 14.45 3.89 23.10 61.02 Check the bearing pressure under the wall -anchor Dtt9= 2.0 ft Qallow= 4.0 KSF Bfl9= 2.5 ft sliding friction µ = 0.45 o= 10in Wflg= 0.75k1f 0 Rv,tot= total vertical reaction(Rv+Wfl9) wufl9 1 B= bearing width i grout = maximum of(anchor base length+o)or Bftg L .,= location of vertical resultant(Rv tot)along bearing width Rv,tot s=Rv+Wflg e = Rv((MRb-MD)/Rv+o)+Wflg(B/2) Root i--,-.1 e= eccentricity of resultant t_ Bfl9 = B/2-? (must be less than 8/6 per AASHTO 4.4.7.1.1.1) B B'= adjusted bearing width = B-2e q= bearing pressure(must be less than QaAow) = Rv,tot/B' Check bearing pressure at each anchor B ' check B' check anchor (ft) (ft) e e (ft) q q 1 3.56 2.22 -0.44 OK 2.68 2.07 OK 2 4.56 2.66 -0.37 OK 3.82 2.05 OK 3 5.56 3.09 -0.31 OK 4.94 2.13 OK 4 5.56 2.92 -0.14 OK 5.29 2.25 OK 5 6.56 3.35 -0.07 OK 6.43 2.36 OK WW2 14of26 #52152 Willow Glen Check the sliding factor of safety FS ,= µ*Rv tot (AASHTO Figure 5.5.5A) Rh (must be> 1.5 per AASHTO 5.5.5) µ = friction factor from AASHTO Table 5.5.28 for mass- = tan 6(but max 0.5) . concrete on soil Check sliding at each anchor Rv,tot µ'2„,tot F.S.S1 check anchor (k/f) (k/f) F.S.$i 1 5.55 2.50 2.11 OK 2 7.83 3.53 2.03 OK 3 10.53 4.74 1.97 OK 4 11.90 5.35 1.77 OK 5 15.20 6.84 1.76 OK WW2 15 of 26 #52152 Willow Glen IV. CHECK BENDING OF FOOTING CROSS SECTION According to AASHTO 4.4.11.6.1.,bending need not be considered in footings when the footing depth, D, exceeds the projection,pr,of the footing beyond the edge of the wall. I pr, =offset(o)= 10 in Controls pre=B-o-t= 8in • prm„= 10 in pril pr2 projection<D OK Use minimal steel stirrups D #4 @ 48 inches o.c. B WW2 16 of 26 #52152 Willow Glen V. CHECK WALL SECTION-BENDING AND SHEAR(vertical bars) Assumptions: 1. Wall stem is cantilevered from anchor(AASHTO 5.5.6.2) 2. Use active earth pressure because wall can deflect at top. (AASHTO 5.5.2) 3. Use K. and S from Anchor Stability Calculations. II ii' vertical bars Horizontal loads: Ell, PLL Ps„=(1/2)yK,h2(cos 8) WPri r Pun=yeK,h(hs„, )(cos 8) iiii EMP mpa,=P,mdLaKb r/ Factored forces: Load factors are per AASHTO 3.22.1 &Table 3.22.1A 7 Mu=Section width[(1.3)(1.3)Psh(h/3)+(1.3)(1.67)PLLh(h/2)+(1.3)(1.67)P,mp(h+Yimp)) Vu=Section width[(1.3)(1.3)Psh+(1.3)(1.67)PLLh+(1.3)(1.67)P,mp) Summary of forces at anchors H h hsurcharge P.h PLLh P,m, M, V, anchor (ft) (ft) (ft) (k/ft) (k/ft) (k/ft) (k-ft) (k) 1 7.72 4.22 0.00 0.36 0.00 0.00 4.69 3.34 2 9.05 5.55 0.00 0.62 0.00 0.00 9.70 5.25 3 10.38 6.88 0.00 0.95 0.00 0.00 18.48 8.06 4 11.70 8.20 0.00 1.36 0.00 0.00 31.39 11.48 5 13.03 9.53 0.00 1.83 0.00 0.00 50.44 15.87 Check bending(reinoorement)at anchors Mu fr= 4000 psi R •bbd 2 fy= 60000 psi r 1 �JI 0b= 0.9 (AASHTO 8.16.1.2.2) Pegtl=ml 1_�1- fy m=f,/0.85f,= 17.65 d= 9.81 in pc, =steel ratio required to achieve 1.2M,„per AASHTO 8.17 1 1 b= anchor's contrib.width prt,,e =The requirement of 8.17.1.1 Maybe waived if the area of reinforcement provided is 1/3 greater than that required. anchor R. P,.,, pur p,,, A...„ A..s,,., check (psi) (in2) (in2) 1 10 0.0002 0.0027 0.0002 0.14 0.94 OK 2 22 0.0004 0.0027 0.0005 0.29 1.04 OK 3 43 0.0007 0.0027 0.0009 0.55 1.85 OK 4 72 0.0012 0.0027 0.0016 0.93 1.85 OK 5 114 0.0019 0.0027 0.0025 1.51 2.04 OK WW2 17 of 26 #52152 Willow Glen Check shear According to AASHTO 8.16.6.6. and 8.19.1., shear reinforcement is not required if V„ < 0 V q V,= (0.85)(2)rbd (V calcualated by AASHTO eq'n 8-49. This equation(beam action)is the minimum shear strength of the section,because two-way action will always give a greater shear strength.) anchor 4i V. check Vt,<@Vc 1 69.63 OK 2 63.30 OK 3 63.30 OK 4 63.30 OK 5 64.82 OK WW2 18of26 #52152 Willow Glen VI.CHECK TYPE'B'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure), shear, tension, and combined shear&tension - Front race or embedment depth(ie)= 6 in precast wall— Attachment depth=42 in X head dimension(Xdhead)= 3 in MD Y head dimension(Ydhead)= 3 in Bar size= #6 3"0 head #rows= 1 o \ #6 connection bar row spacing= 4 in � wall thickness(t)= 12i in -r-- ‘s T x=Xdhead(since only 1 column)= 3 in i y=(#rows-1)(row spacing)+Ydhead= 3 in z=min(x,y)= 3 in =(z+2te)/2= 7.5 in �— AR=(X+Zt zt)(y+Lt.e 2t)= 81.0 in^2 6"mm I embed f,= 4000 psi Failure surface- fy= 60000 psi concrete= 0.85 steel= 0.90 t 'LIME —3"4)head TENSION CAPACITY(Per PCI Design Handbook 66.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs if t>=hm,n,4)P�= $2.67sgrt(fc)(x+2,e)(y+2re) OPy= 4)fy(Abar)(#bars) if t<h,n,n,4)Pc= 4)2.67sgrt(fc)[(x+2ie)(y+2te)-AR] (I)Py= 23.86 K (I)Pb= 32.30 K controlling tension capacity(eP)= 23.86 K Find moment capacity of anchor Moment capacity of anchor(4)Mn)=4)P(d-a/2) d=attachment depth-bar cover-(y-dhead)/2= 40 in a=Asfy/0.85fcb= 1.30 in 4mMn= 78.23 k-f WW2 19of26 #52152 Willow Glen SHEAR CAPACITY(Per PCI Design Handbook 46.5.2.21 Find shear capacity of concrete PV,=OV'cCwC,C, PV'c=012.5de''sgrt(fc) =167.6 K Cw=1 +spacing/3.5de<#columns =1.0 Ct=U1.3de<=1.0 =0.23 C,=0.4+0.7de/de<= 1.0 = 1.0 de=attachment depth-cover-bar dia/2 =40 in d0=distance to side of wingwall =36 in OVc=OV'cC,,C,Cc= 39.05 K Find shear capacity of studs eV =00.9fy,Aba,(#bars) ¢VY= 21.47 K controlling shear capacity(010= 21.47 K FIND LOADS Unfactored loads on anchors: Factored loads: MD(DL) =(sec width)MD,,,t„°,) Load factors are per AASHTO 3.22.1 8, Table 3.22.IA MD(LL) =(sec width)(M),. )+P;mP*(wall ht+ymp)) M°=(1.3)(1.3)MDDL)+(1.3)(1.67)Mo(LL) P°=M°/(d-a/2)'cos(bar angle) V.=M./(d-a/2)'sin(bar angle) bar angle= 0° Summary of forces MD(DL) MD)LL) M, P. V. anchor ft-k ft-k ft-k k k 1 22.8 0.0 38.5 11.8 0:0 2 0.0 0.0 0.0 0.0 0.0 3 0.0 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 0.0 5 0.0 0.0 0.0 0.0 0.0 Summary of results check check check check check combined combined anchor •MD>M. mP>P„ eV>V„ Vc&Pc Vs&Ps 1 OK OK OK OK OK 2 n/a n/a n/a n/a n/a 3 n/a n/a n/a n/a n/a 4 n/a n/a n/a n/a n/a 5 n/a n/a n/a n/a n/a WW2 20 of 26 #52152 Willow Glen VI.CHECK TYPE'C'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure),shear, tension, and combined shear&tension Front face of Precast wall-- embedment depth N)= 6 in Attachment depth= 42 in X head dimension(Xdhead)= 3 in nno Y head dimension(Ydhead)= 3 in \ 3"4)head Bar size= #6 #rows= 3 \ #6 connection bar row spacing= 5 in N wall thickness(t)= 12 in x=Xdhead(since only 1 column)= 3 in y=(#rows-1)(row spacing)+Ydnead= 13 in v, z=min(x,y)= 3 in , hmin=(z+2'e)/2= 7.5 in 6"min I I AR=(X+yt;e-tt)(Y+[te tt)_ -9.0 inA2 embed. = 4000 psi Failure surface-,_ fy= 60000 psi 4)concrete= 0.85 T • 4)steel= 0.90 'a 3"0 head TENSION CAPACITY(Per PCI Design Handbook 46.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs if t>=hrn,r 4P,= 4)2.67sgrt(fc)(x+2,e)(y+2:e) 4)Py= Ofy(Abar)(#bars) if t<h 0Pc=4)2.67sgrt(fc)[(x+2ie)(y+2!e)-AR] OP,= 71.57 K = 53.83 K controlling tension capacity(OP)= 53.83 K Find moment capacity of anchor Moment capacity of anchor(OW)=4P(d-a/2) d=attachment depth-bar cover-(y-Ydnead)/2= 35 in a=Asf i0.85fcb= 3.90 in OMn= 148.25 k-f WW221 of 26 #52152 Willow Glen SHEAR CAPACITY(Per PCI Design Handbook 46.5.2.2) Find shear capacity of concrete 4Ve=WV',CH,C,C, IV'c=012.5de"sgrt(fc) =167.6 K Cw=1 +spacing/3.5de<#columns = 1.0 Ct=t11.3de<=1.0 =0.23 Ce=0.4+0.7dc/de<= 1.0 =1.0 de=attachment depth-cover-bar dia/2 =40 in de=distance to side of wingwall =36 in OVe=4iV'cCWC,Cc= 39.05 K Find shear capacity of studs 4N,=00.9f,,Abar(#bars) V,= 64.41 K controlling shear capacity(OV)= 39.05 K FIND LOADS Unfactored loads on anchors: Factored loads: Maa) =(sec width)Mconch,) Load factors are per AASHTO 3.22.1 8 Table 3.22.IA Mp(LI) =(sec width)(Mp(a°a,°,)+R,m,'(wall ht+Y;m,)) M.=(1.3)(1.3)Map1)+(1.3)(1.67)Mp0LL) P°=M„/(d-a/2)*cos(bar angle) V°=M°/(d-a/2)*sin(bar angle) bar angle= 0° Summary of forces Mot0L) MINIM M. P. V. anchor ft-k ft-k ft-k k k 1 0.0 0.0 0.0 0.0 0.0 2 36.4 0.0 61.5 22.3 0.0 3 0.0 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 0.0 5 0.0 0.0 0.0 0.0 0.0 Summary of results check check check check check combined combined anchor •M„>M„ DP>P„ $V>V„ Ve&P. VS&PS 1 n/a n/a n/a n/a n/a 2 OK OK OK OK OK 3 n/a n/a n/a n/a n/a 4 n/a n/a n/a n/a n/a 5 n/a n/a n/a n/a n/a WW2 22 of 26 #52152 Willow Glen VI.CHECK TYPE'D'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure), shear, tension, and combined shear&tension t _ Front face of embedment depth(te)= 9 in precast wall—\ Attachment depth= 42 in X head dimension(Xdnead)= 3 in Y head dimension(Ydnead)= 3 in i \ Bar size= #6 3".head #rows= 6 6 N r#6 connection bar row spacing=4 in to wall thickness(t)= 12 in _t — _._ x=Xdnead(since only 1 column)= 3 in a y=(#rows 1)(row spacing)+Ydnead= 23 in 0 o z=min(x,y)= 3 in , i ,� 9 1 hen=(z+2i'e)/2= 10.5 in b AR=(X+LIe Lt)(y+Yte Li)= -51.0 inA2 9 = 9'min embed. f.=4000 psi Failure surface— fy= 60000 psi 4)concrete= 0.85 steel= 0.90 • 3".head TENSION CAPACITY(Per PCI Design Handbook 66.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs if t>=hrn,n,.Pc= i 2.67sgrt(fc)(x+2 e)(y+2'e) OPy=Ofy(Abar)(#bars) if t<hm,n,opc= 02.67sgrt(fc)[(x+2!e)(y+2ie)-AR] OPy= 1 43.1 4 K (1)Pc= 123.58 K controlling tension capacity(OP)= 123.58 K Find moment capacity of anchor Moment capacity of anchor(OW)=.P(d-a/2) d=attachment depth-bar cover-(y-Ydnead)/2= 30 in a=Asfy/0.85fcb= 7.80 in (l)Mn= 268.82 k-f WW2 23 of 26 #52152 Willow Glen SHEAR CAPACITY(Per PCI Design Handbook$6.5.2.2) Find shear capacity of concrete tVc=OV'cCwC,Cc oV'c=012.5de"sgrt(fc) = 167.6 K Cw= 1 +spacing/3.5de<#columns =1.0 C,=t/1.3de<= 1.0 =0.23 C,=0.4+0.7delde<= 1.0 = 1.0 de=attachment depth-cover-bar dia/2 =40 in de=distance to side of wingwall =36 in Ve=OV',CwC,C,= 39.05 K Find shear capacity of studs 01y=00.9fyAbar(#bars) bVy= 128.82 K controlling shear capacity(014= 39.05 K FIND LOADS Unfactored loads on anchors: Factored loads: Mo(DL) =(sec width)M0,efa,°,) Load factors are per AASHTO 3.22.1 & Table 3.22.IA MD(LL) =(sec width)(MO,„b,a)+P;,°p*(wall ht+y;mo)) M°=(1.3)(1.3)Mp,oL)+(1.3)(1.67)Mo(LL) P,,=M,/(d-a/2)°cos(bar angle) V°=M,/(d-a/2)°sin(bar angle) bar angle= 0° Summary of forces MW t.) MD(LL) M. P° Vu anchor ft-k ft-k ft-k k k 1 0.0 0.0 0.0 0.0 0.0 2 0.0 0.0 0.0 0.0 0.0 3 58.1 0.0 98.3 45.2 0.0 4 80.4 0.0 135.8 62.4 0.0 5 0.0 0.0 0.0 0.0 0.0 Summary of results check check check check check combined combined anchor OM„>M„ $P>P„ OV>V V,&Pc Vs&Ps 1 n/a n/a n/a n/a n/a 2 n/a n/a n/a n/a n/a 3 OK OK OK OK OK 4 OK OK OK OK OK 5 n/a n/a n/a n/a n/a WW2 24 of 26 #52152 Willow Glen VI.CHECK TYPE'E'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure), shear, tension,and combined shear&tension Front face of T 7 embedment precast wall--- depth(ie)= 11 in Attachment depth=42 in X head dimension(Xdhead)= 3 in (Ao Y head dimension(Ydhead)= 3 in f Bar size= #6 3"0 head #rows= 7 r—#6 connection bar row spacing= 3 in t„++ wall thickness(t)= 12 in x=Xdhead(since only 1 column)= 3 in } o y=(#rows-1)(row spacing)+Ydhead= 21 in o- 1 z=min(x,y)= 3 in hrrwn=(z+21e)/2= 12.5 in 1_'° AR=(x+tl.e t)(Y+zie Wit)= 19.0 In^2 11"minL.__r J embed. fc= 4000 psi Failure surface fr= 60000 psi 4)concrete=0.85 steel= 0.90 3"0 head TENSION CAPACITY(Per PCI Design Handbook 46.5.2.1) t<hmin: failure surface penetrates slab Find pullout capacity of concrete Find tension capacity of studs if t>=hm,n,qPc= 02.67sgrt(fc)(x+2'e)(y+Ze) $Py= Ofy(Abar)(#bars) if t<hm,n,010,= 02.67sgrt(fc)[(x+2Pe)(y+2(e)-AR] �Py= 167.00 K 4P,= 151.57 K controlling tension capacity(OP)= 151.57 K Find moment capacity of anchor Moment capacity of anchor(4)Mn)=cP(d-a/2) d=attachment depth-bar cover-(y-Ydhead)/2= 31 in a=Asfy/0.85fcb= 9.10 in $Mn= 334.12 k-f WW2 25 of 26 #52152 Willow Glen SHEAR CAPACITY(Per PC!Design Handbook§6.5.2.2) Find shear capacity of concrete (IVc=OV'cCwCtCc 41V',=012.5de''sgrt(fc) = 167.6 K Cw= 1 +spacing/3.5d,<#columns = 1.0 C,=t/1.3de<= 1.0 =0.23 Cc=0.4+0.7de/de<= 1.0 =1.0 de=attachment depth-cover-bar dia/2 =40 in do=distance to side of wingwall =36 in 4Vc=4V'cCWC,Cc= 39.05 K Find shear capacity of studs OVy=00.9fyAbar(#bars) 1V1,= 150.30 K controlling shear capacity(010= 39.05 K FIND LOADS Unfactored loads on anchors: Factored loads: MD(DL) =(sec width)MD(,,,cuu,) Load factors are per AASHTO 3.22.1& Table 3.22.IA Moo") =(sec width)(M„(,,,th )+P„,,,'(wall ht+yam„)) M„=(1.3)(1.3)Mo„ +(1.3)(1.67)MD(LL) P°=Mu/(d-a/2)*cos(bar angle) V.=M,/(d-a/2)'sin(bar angle) bar angle= 0° Summary of forces Maa) Mqu) M° P„ V„ anchor ft-k ft-k ft-k k k 1 0.0 0.0 0.0 0.0 0.0 2 0.0 0.0 0.0 0.0 0.0 3 0.0 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 0.0 5 118.3 0.0 199.9 90.7 0.0 Summary of results check check check check check combined combined anchor 4)M„>M. $P>P„ 1V>V„ Vc&Pc Vs&Ps 1 n/a n/a n/a n/a n/a 2 n/a n/a n/a n/a n/a 3 n/a n/a n/a n/a n/a 4 n/a n/a n/a n/a n/a 5 OK OK OK OK OK WW2 26 of 26 #52152 Willow Glen wI%u�iewaum �i-ii►•. i swr n BRIDGE SOLLJ T"IONS INC. HITEC-METHOD WINGWALL CALCULATIONS PROJECT NUMBER: 52152 Wingwall 2 PROJECT NAME: Willow Glen DATE: May 12,2009 BY: JDR INPUT PARAMETERS: Wall geometry Soil properties Foundation Panel Height(high)= 14.12 ft Yon= 120 pcf D„9= 2.0 ft Panel Height(low)= 13.92 ft 7„,„rK= 150 pcf Bn9= 2.5 ft Wall Panel Length= 19.93 ft 7LL u,charge= 125 pcf o= 10 in Entire Wall length= 19.93 ft O AB = 32 C),„„= 4.0 KSF Length of flat= 1.00 ft 0 AB = 0 sliding µ = 0.45 wall thickness= 12 8 AB = 24 Wingwall Drop(high-low) = 0.20 ft 4)Bc = 32 Railing or barrier Wall slope= 0.0104 9 BC = 30 ;NONE J Max fill ht.(broad to b/ww) = 18.00 ft 8 Bc = 16 T/WW to load= 2.00 ft Fill Slope(perp to road)= 2.0 impact load= 0.00 K Wall angle(perp.to road) = 58 Fill slope(perp.to wall) = 2 36 Wingwall Panel Connected to Bridge Unit f.7 Yes Overriding Perp.slope Distance perp.slope Wall height Contrib. used he, Anchor Check Check'e' to anchor Ca anchor a7 anchor width (a)anchor LL surch Type F S nT Stability &Bearing Anchor#1 3.00 ft n 13.95 ft 5.50 ft 3.45 ft 0.00 ft D 1.8 OK OK Anchor#2 8.00 ft n 14 00 ft 5 00 ft 3.50 ft 0.00 ft D 1 8 OK OK Anchor#3 13.00 ft n 14.05 ft 5 00 ft 3.56 ft 0.00 ft D 1.8 OK OK Anchor#4 18.00 ft n 14.11 ft 3 47 ft 3.62 ft 0.00 ft D 1.8 OK OK Anchor#5 0.00 ft n 0.00 ft 0.00 ft 2.36 ft 0.00 ft B 128 8 N/A N/A BE CO -Bs CONTINENTAL' N N SPAN' Aron S i<I S 45T 171>r-5' BRIDGE ruw�TE acaooE sysra�ns WW3 1 of 18 CALCULATION NOTES: 1.Wingwall calculations are done in accordance with the current edition of the AASHTO Standard Bridge Design Specifications. 2.Moments are summed about the toe(face)of the winawall (point"o"on attached"Pressure Diagram") 3. Ka is calculated using equation found in former AASHTO Standard Specifications Figure 5 9 2A(same as current AASHTO Standard Specifications Figure 5.5.2A, with B defined using a different reference line.) cost(0+6) Ka sin(4) i n(Ip S)s i n(4 R) COSz a COS(e—S "I+ Jcos(e—S)cos(e+0)12 4.Only 80%of the soil unit weight is used for the eccentricity/stability calculation. This is a conservative assumption as explained in the full HITEC report"Evaluation of the CON/SPAN® Wingwall System" 5.The full 100%of the soil unit weight is used for the bearing calculations 6.These calculations conservatively assume that the wall anchor has the same unit weight as soil. 7.The wingwall angle(in plan view)is measured from perpendicular to roadway. 8. Barrier loads are distributed per AASHTO Standard Specifications Section 3.24.5.2. '[�A!1 CON SPAN' BEBO` —`�CONTINENTAL' TR CTURAL r T! BRIDGE SYSTEM6 Arch Sy5t8m5 STEADFAST BRIDGES° BRID�iE WW3 2 of 18 #52152 Willow Glen Anchor 1 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC 52152 2 Willow Glen 32 32 0 angle of wall to the y-axis 0 30 8 JDR 24 16 perpendicular with the wall) =0, if significant vibrations of backfill or module settling more than backfill. =0.5'0,if modules are uniform width. 13.5 13.92 x 19.93 2.0 a 19.93 58 slope of backfill(perpendicular to wall) 3.45 10 16.2 16.2 (Ka)Ae= 0.35 (K,)Bc= 0.13 WW3 3 of 18 #52152 Willow Glen Anchor 1 18 VARIABLE VALUE OF VARIABLE 58 H wingwall design height at anchor location(feet) 13.95 h.,,,„ height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 13 angle of backfill(degrees) 16.2 L length of anchor(feet) 6.04 D ys unit weight of backfill(kcf) 0.120 y. 13 0.150 ysurch 18 0.125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(Ww) 2.09 0.50 1.05 1.05 soil IA 0.64 5.03 2.55 3.19 soil lB 7.57 4.02 24.36 30.45 soilllA 1.37 2.63 2.87 3.58 soil IIB 0.59 5.02 2.35 2.94 W,,,,r9„,,B) 0.00 4.02 0.00 0.00 W„rap, 0.00 0.50 0.00 0.00 Soil Pressure (PAB), 1.26 7.04 8.86 8.86 (PAB)h 2.83 7.57 21.40 (PBc,), -0.21 5.89 -1.22 -1.22 TKO', 0.83 1.50 1.24 (PBc2).. -0.03 5.50 -0.19 -0.19 (PBC2)„ 0.14 0.83 0.11 Ps,,,ch,ru,(,,or) 0.00 7.85 0.00 TOTALS= 13.27 3.79 22.76 40.64 48.68 SUMMARY OF RESULTS F.S. (overturning)= EMB 1.8 > 1.5, O.K. EMo WW3 4 of 18 #52152 Willow Glen Anchor 2 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 0 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5`$, if modules are uniform width. =0.75`$,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 58 slope of backfill(perpendicular to wall) 3.50 angle of backfill (perpendicular to wall) 15.9 16.2 (K,)AB= 0.34 (K,)Bc= 0.13 WW3 5 of 18 #52152 Willow Glen Anchor 2 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 14.00 h.,,r<„ height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 D angle of backfill(degrees) 15.9 L length of anchor(feet) 6.04 D 7. unit weight of backfill(kcf) 120 'yB unit weight of concrete(kcf) 150 tisurch unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(Ww) 2.10 0.50 1.05 1.05 soil IA 0.62 5.03 2.51 3.14 soil 16 7.61 4.02 24.48 30.60 soilllA 1.37 2.63 2.87 3.58 soil Ile 0.59 5.02 2.35 2.94 Wwrtl,„. 0.00 4.02 0.00 0.00 Wp,r,,., 0.00 0.50 0.00 0.00 Soil Pressure (PAB), 1.26 7.04 8.86 8.86 (PAB)h 2.83 7.58 21.40 (PBc1) -0.21 5.88 -1.21 -1 21 (PBci)n 0.83 1.50 1.24 (PBc2), -0.03 5.88 -0.20 -0.20 (PBc2)n 0.14 0.83 0.11 P.Ord, 0.00 7.86 0.00 TOTALS= 13.31 3.79 22.76 40.71 48.76 SUMMARY OF RESULTS F.S. (overturning)= EMR 1.8 >1.5, O.K. EMp WW3 6 of 18 #52152 Willow Glen Anchor 3 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 0 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5'0,if modules are uniform width. =0.75*$,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 58 slope of backfill(perpendicular to wall) 3.56 13 angle of backfill(perpendicular to wall) 15.7 15.7 (K,)AB= 0.34 (K.)Bc= 0.13 WW3 7 of 18 #52152 Willow Glen Anchor 3 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 14.05 h,,,„„ height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 13 angle of backfill(degrees) 15.7 L length of anchor(feet) 6.04 D y, unit weight of backfill(kcf) 120 yc unit weight of concrete(kcf) 150 'Ysurch unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W,„) 2.11 0.50 1.05 1.05 soil IA 0.61 5.03 2.47 3.09 soil lB 7.65 4.02 24.60 30.75 soilllA 1.37 2.63 2.87 3.58 soil II, 0.59 5.02 2.35 2.94 Wse,c,9e 0.00 4.02 0.00 0.00 W,e,e,e, 0.00 0.50 0.00 0.00 Soil Pressure (PAB)v 1.26 7.04 8.85 8.85 (PAB)h 2.82 7.58 21.41 (PAc,) -0.21 5.88 -1.21 -1.21 (PBc,),, 0.83 1.50 1.24 (PBc2) -0.03 5.88 -0.20 -0.20 (PBc2)h 0.13 0.83 0.11 Pwrc, 0.00 7.88 0.00 TOTALS= 13.34 3.78 22.75 40.79 48.86 SUMMARY OF RESULTS F.S. (overturning)= EMR 1.8 >1.5, O.K. EMc WW3 8 of 18 #52152 Willow Glen Anchor 4 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 0 angle of wall to the y-axis 0 30 S wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5'0,if modules are uniform width. =0.75'0,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 58 slope of backfill(perpendicular to wall) 3.62 angle of backfill(perpendicular to wall) 15.4 15.4 (KO)AB= 0.34 (K,)Bc= 0.12 WW3 9 of 18 #52152 Willow Glen Anchor 4 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 14.11 h.,„ch height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 13 angle of backfill(degrees) 15.4 L length of anchor(feet) 6.04 D 7. unit weight of backfill(kcf) 120 Y. unit weight of concrete(kcf) 150 "(surd, unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(Ww) 2.12 0.50 1.06 1.06 soil IA 0.60 5.03 2.43 3.04 soil I. 7.69 4.02 24.72 30.90 soil IIA1.37 2.63 2.87 3.58 soil IIB 0.59 5.02 2.35 2.94 W,,,e 0.00 4.02 0.00 0.00 Wp„ece, 0.00 0.50 0.00 0.00 Soil Pressure (PA.), 1.26 7.04 8.84 8.84 TAB)), 2.82 7.59 21.41 (PBc,) -0.21 5.88 -1.21 -1.21 (PBc,)h 0.82 1.50 1.24 (PBC2) -0.03 5.88 -0.20 -0.20 (PBc2)h 0.13 0.83 0.11 Psu,c, 0.00 7.89 0.00 TOTALS= 13.38 3.78 22.76 40.87 48.96 SUMMARY OF RESULTS F.S.(overturning)= /MR 1.8 >1.5, O.K. EM WW3 10 of 18 #52152 Willow Glen II. CHECK OVERTURNING STABILITY AT CONNECTION PLATES The connection plates provide stability for the portion of the wall not supported by the anchors, i.e., the section closest to the culvert. (See wingwall sketch) Data: Find soil pressure on section: number of plates= 3 Because the wall is more rigid at the plates, m= 32 at-rest soil pressure coefficient(K„)is used. 8= 24 = 0.12 Ko = 1-sin = 0.47 (AASHTO eqn 5.5.2-2) Ylsc,ma 9e) = 0.125 wall height @ plates(H)= 14.16 ft DEAD LOAD REACTIONS Live load surcharge(h)= 0.00 ft Plate#1 = 2.05 kips section width for plates(S)= 1.0 ft Plate#2= 2.64 kips Plate#3= 0.30 kips yo,= 0.75 ft ypz= 7.00 ft LIVE LOAD REACTIONS yp,= 11.75 ft Plate#1 = 0.00 kips A,,„= 0.79 Plate#2= 0.00 kips (A307 bolt- to„e= 1.0 in Plate#3= 0.00 kips AASHTO table $F(b„„)= 30 ksi 10.56A) Fyla,te)= 36 ksi Find factored reaction: Moment Arm= 4 75 in Load factors are per AASHTO 3.22.1 & Table 3.22.1A Pfac=YQEPma.(°L)+'Y(1.67)pmaa(LL) P„c=(1.3)(1.15)R°LI+(1.3)(1.67)1D(LL) t Plate#1 = 3.06 kips Pxt«I Plate#2= 3.94 kips Controls Plate#3= 0.45 kips = Plma.,fac,«ae)= 3.94 kips Pxl«I Check bolts: PDL The special Richmond Screw Anchor "wingwall insert"pullout capacity was obtained from the manufacturer and has approx. 3:1 safety factor. co T = II j T Pullout capacity =16.5 k/bolt Controls P71t« o I Bolt tension=$FA,OI, =23.7 k/bolt >t • . �_ F.S. =Capacity`2 bolts =8.37 > 1.0, OK (PI.) tNate i I Check bending of plate: Sum moments about corner of plate,point"o" Pfac E Me =(p„,,)(moment arm) =18718 lb-in Ia=bh3/12 =0.83 in"4 o P`ac ama.= MY = 11 ksi < OF,= 0.9F, OK Moment arm Ip, (AISC LRFD-F2 states 0, =0.9) length of connection plate is 10" WW3 11 of 18 #52152 Willow Glen III. CHECK SOIL BEARING PRESSURE AND SLIDING UNDER CAST-IN-PLACE FOOTING The reaction will be supported on the horizontal portion of the anchor plus the footing. R,=Total vertical reaction at anchor(using 100%of soil weight). Rh= Total horizontal reaction at anchor. Mo= Disturbing moment at anchor. MR„= Resisting moment due to 100%of soil at anchor. Summary of loads at anchors anchor R, Rh MD MR, anchor base length (K/F) (K/F) (K-F/F) (lc-F/F) 1 3.73 13.27 3.79 22.76 48.68 2 3.73 13.31 3.79 22.76 48.76 3 3.73 13.34 3.78 22.75 48.86 4 3.73 13.38 3.78 22.76 48.96 5 1.73 0.00 0.00 0.00 0.00 Check the bearing pressure under the wall anchor D„9= 2.0 ft ()allow= 4.0 KSF B„9= 2.5 ft sliding friction µ = 0.45 o= 10in Wttg= 0.75klf o ---4., R ,t°t= total vertical reaction(R9+Wftg) SP B= bearing width WRe $ grout = maximum of(anchor base length+o)or Bfl9 G= location of vertical resultant(Rv.t°t)along bearing width Rv.tot=Rv+Wng ' = RV((MRb-Mo)/R„+o)+Wftg(B/2) '-e- Rv.tot I-�' e= eccentricity of resultant B_ft 1 = B/2-P, (must be less than B/6 per AASHTO 4.4.7.1.1.1) B B'= adjusted bearing width = B-2e q= bearing pressure(must be less than Q0 ) = Rv,t°t/B' Check bearing pressure at each anchor B check B' check anchor (ft) (ft) e e (ft) q q 1 5.56 2.70 0.08 OK 5.41 2.59 OK 2 5.56 2.71 0.08 OK 5.41 2.60 OK 3 5.56 2.71 0.07 OK 5.42 2.60 OK 4 5.56 2.71 0.07 OK 5.42 2.61 OK 5 0.00 0.00 0.00 n/a 0.00 0.00 n/a WW3 12 of 18 #52152 Willow Glen Check the sliding factor of safety FS s,= µ*R„tot (AASHTO Figure 5.5.5A) Rh (must be> 1.5 per AASHTO 5.5.5) µ =friction factor from AASHTO Table 5.5.28 for mass- =tan 8(but max 0.5) concrete on soil Check sliding at each anchor Root µ'R,,,,o, F.S.S1 check anchor (k/f) (k/f) F.S.st 1 14.02 6.31 1.66 OK • 2 14.06 6.33 1.67 OK 3 14.09 6.34 1.68 OK 4 14.13 6.36 1.68 OK 5 0.00 0.00 0.00 n/a WW3 13 of 18 #52152 Willow Glen IV. CHECK BENDING OF FOOTING CROSS SECTION According to AASHTO 4.4.11.6.1.,bending need not be considered in footings when the footing depth, D, exceeds the projection,pr, of the footing beyond the edge of the wall. pr, =offset(o)= 10 in Controls pre=B-o-t= 8in prm„= 10 in pr, ; projectio2S ,StirruPs OK Use min p #4 @ 48 inches o.c. • • WW3 14 of 18 #52152 Willow Glen V. CHECK WALL SECTION-BENDING AND SHEAR(vertical bars Assumptions: 1. Wall stem is cantilevered from anchor(AASHTO 5.5.6.2) 2. Use active earth pressure because wall can deflect at top. (AASHTO 5.5.2) 3. Use K. and 6 from Anchor Stability Calculations. � I 1 vertical bars 10 Horizontal loads: ■/ P`L 1,'„ (1/2)YK,h2(cos 8) t i1 PLLh=1iK,h(hu„r�herge)(cos 8) Pimpe..i=Pimp/1--d., irIP ' Factored forces: Load factors are per AASHTO 3.22.1 & Table 3.22.1A M„=Section width[(1.3)(1.3)Psh(h/3)+(1.3)(1.67)PLLh(h/2)+(1.3)(1 67)P,mp(h+Y,mp)] V„=Section width[(1.3)(1.3)Psh+(1 3)(1.67)PLLh+(1.3)(1.67)Pimp] Summary of forces at anchors H h hsurcharge Psh PLLh Pi, M„ V„ anchor (ft) (ft) (ft) (k/ft) (k/ft) (k/ft) (k-ft) (k) 1 13.95 10.45 0.00 2.07 0.00 0.00 67.16 19.28 2 14.00 10.50 0.00 2.08 0.00 0.00 61.67 17.61 3 14.05 10.55 0.00 2.10 0.00 0.00 62.29 17.71 4 14.11 10.61 0.00 2.11 0.00 0.00 43.60 12.33 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Check bending(reinforcment)at anchors M. f = 4000 psi R. Obbd 2 fy= 60000 psi r Ob= 0.9 (AASHTO 8.16.1.2.2) pogd= 1 I 1-,I1_2mR,1 m V fy m=fj0.85f e= 17.65 d= 9.50 in pu, =steel ratio required to achieve 1 2M,r,per AASHTO 8.17 1.1 b= anchor's contrib.width p,n, =The requirement of 8.17.1.1.Maybe waived if the area of reinforcement provided is 1/3 greater than that required anchor R„ pr„d P. pm,e A.min A„,,,, check (psi) (in2) (in,z) 1 150 0.0026 0.0029 0.0029 1.80 3.86 OK 2 152 0.0026 0.0029 0.0029 1.64 3.79 OK 3 153 0.0026 0.0029 0.0029 1.64 3.79 OK 4 155 0.0026 0.0029 0.0029 1.14 3.59 OK 5 0 0.0000 0.0029 0.0000 0.00 #VALUE! N/A WW3 15 of 18 #52152 Willow Glen Check shear According to AASHTO 8.16.6.6.and 8.19.1., shear reinforcement is not required if V L, < 0 V V,= (0.85)(2),t bd (V, calcualated by AASHTO eq'n 8-49. This equation(beam action)is the minimum shear strength of the section, because two-way action will always give a greater shear strength.) anchor V. check V.<eV. 1 67.41 OK 2 61.28 OK 3 61.28 OK 4 42.47 OK 5 0.00 N/A WW3 16 of 18 #52152 Willow Glen VI.CHECK TYPE'D'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure), shear, tension,and combined shear&tension t_ Front face of I embedment depth precast wall p ('e)= 9 in Attachment depth= 42 in X head dimension(Xdhead)= 3 in ...� Y head dimension(Ydhead)= 3 in Bar size= #6 3".head #rows= 6 #6 connection bar row spacing= 4 in N wall thickness(t)= 12 in x=Xd„ead(since only 1 column)= 3 in /.1) y=(#rows-1)(row spacing)+Ydhead= 23 in M - z=min(x,y)= 3 in hm,n=(z+2(e)/2= 10.5 in AR=(X+zte 2t)(Y+ te tt)= -51.0 in^2 9"min embed f = 4000 psi Failure surface—,, fy= 60000 psi 4 concrete= 0.85 iripr 4)steel= 0.90 • 3"¢head TENSION CAPACITY(Per PCI Design Handbook $6.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs if t>=hmn,4'Pe= 02.67sgrt(fc)(x+2i'e)(y+21e) OP,=4'fy(Ahar)(#bars) if t<he„,,,'Pc= 02.67sgrt(fc)[(x+2i's)(y+2 e)-AR] OPy= 143.14 K OPc= 123.58 K controlling tension capacity(OP)= 123.58 K Find moment capacity of anchor Moment capacity of anchor('M )=4P(d-a/2) d=attachment depth-bar cover-(y-Ydhead)/2= 30 in a=Asfy/0.85fcb= 7.80 in WMn= 268.82 k-f WW3 17 of 18 #52152 Willow Glen SHEAR CAPACITY(Per PCI Design Handbook 46.5.2.2) Find shear capacity of concrete OV,=(IV',CwCtC, QV'c_012.5de'Dsgrt(fe) = 167.6 K Cw=1 +spacing/3.5de<#columns = 1.0 C,=t/1.3de<= 1.0 =0.23 Cc=0.4+0.7dtide<= 1.0 =1.0 de=attachment depth-cover-bar dia/2 =40 in de=distance to side of wingwall =36 in OVe=4V'CCWC,CC= 39.05 K Find shear capacity of studs IVY=00.9fyAear(#bars) WV,= 128.82 K controlling shear capacity(0 t9= 39.05 K FIND LOADS Unfactored loads on anchors: Factored loads: MD(ot) =(sec width)MD,.,t,ur) Load factors are per AASHTO 3.22.1& Table 3.22.IA Mo(tL) =(sec width)(MD,aft,«)+P,m,*(wall ht+y,mp)) Mu=(1.3)(1.3)Mo,ot)+(1.3)(1.67)Mp,tt) P.=M,/(d-a/2)*cos(bar angle) V0=Mt,/(d-a/2)*sin(bar angle) bar angle= 0° Summary of forces MD(DL) MALL) M0 Pt, Vt, anchor ft-k ft-k ft-k k k 1 125.2 0.0 211.5 97.3 0.0 2 113.8 0.0 192.3 88.4 0.0 3 113.8 0.0 192.3 88.4 0.0 4 78.9 0.0 133.3 61.3 0.0 5 0.0 0.0 0.0 0.0 0.0 Summary of results check check check check check combined combined anchor OM„>M. OP>Pu WV>V Vc&Pe VS&PS 1 OK OK OK OK OK 2 OK OK OK OK OK 3 OK OK OK OK OK 4 OK OK OK OK OK 5 n/a n/a n/a n/a n/a WW318of18 #52152 Willow Glen si%►�v i `vr! BRIDGE SOLUTIONS INC. HITEC-METHOD WINGWALL CALCULATIONS PROJECT NUMBER: 52152 Wingwall 2 PROJECT NAME: Willow Glen DATE: May 12,2009 BY: JDR INPUT PARAMETERS: Wall geometry Soil properties Foundation Panel Height(high)= 14.16 ft 7s011= 120 pcf Dn9= 2.0 ft Panel Height(low)= 11.92 ft icon= 150 pcf B„9= 2.5 ft Wall Panel Length= 22.03 ft yuu,rche,ye= 125 pcf o= 9 in Entire Wall length= 22.03 ft 4 AB = 32 Qro,,= 4.0 KSF Length of flat= 1.00 ft 0 AB = 0 sliding µ = 0.45 wall thickness= 12 8 AB = 24 Wingwall Drop(nigh-tow) = 2.24 ft 4 Bc = 32 Railing or barrier Wall slope= 0.1065 0 Bc = 30 (NONE J Max fill ht.(I/road to b/ww) = 18.00 ft 8 Bc = 16 T/WW to load= 2.00 ft Fill Slope(perp.to road) = 2.0 impact load= 0.00 K Wall angle(perp to road) = 39 Fill slope(perp to wall) = 3.18 Wingwall Panel Connected to Bridge Unit Fi Yes Overriding Perp slope Distance perp.slope Wall height Contrib. used he,, Anchor Check Check'e' to anchor a.anchor Cad anchor width @ anchor LL surch Type F S.(IT Stability &Bearing Anchor#1 3.00 ft n 12.24 ft 5.50 ft 3.18 ft 0.00 ft D 2 1 OK OK Anchor#2 8.00 ft n 12.77 ft 5 00 ft 3.18 ft 0.00 ft D 2 0 OK OK Anchor#3 13.00 ft n 13.30 ft 5.00 ft 3.18 ft 0.00 ft D 1 8 OK OK Anchor#4 18.00 ft n 13.84 ft 4 52 ft 3.32 ft 0.00 ft D 1 8 OK OK Anchor#5 0.00 ft n 0.00 ft 0 00 ft 3 18 ft 0.00 ft B 144 8 N/A N/A k��r COfV�SPAIV' BEBO4t -CONTINENTAL' " • A,,,,s T STEA�Fit15T BR/DGFS� BRIDGE 4 RUf UPAt_PLATE E7RIr7C�F SY7FM�=. Syr Ams' WW4 1 of 18 CALCULATION NOTES: 1.Wingwall calculations are done in accordance with the current edition of the AASHTO Standard Bridge Design Specifications. 2.Moments are summed about the toe(face)of the winowall (point"o"on attached"Pressure Diagram"). 3. Ka is calculated using equation found in former AASHTO Standard Specifications Figure 5 9.2A(same as current AASHTO Standard Specifications Figure 5.5.2A,with B defined using a different reference line.) cost(0+e) Ka= J csir�(� S)sir4 13) lz coszecos{e-414- J os(e—S)cos(e+G3) 4.Only 80%of the soil unit weight is used for the eccentricity/stability calculation. This is a conservative assumption as explained in the full HITEC report"Evaluation of the CON/SPAN® Wingwall System" 5.The full 100%of the soil unit weight is used for the bearing calculations 6.These calculations conservatively assume that the wall anchor has the same unit weight as soil 7.The wingwall angle(in plan view)is measured from perpendicular to roadway. 8. Barrier loads are distributed per AASHTO Standard Specifications Section 3.24.5.2. AH CON SPAN' BEBO` STEAL595T BRIDGES —�+CONTINENTAL' ETR GTURAL• TE BRIOOE b•I'STEM8 Arch SYsfems WW4 2 of 18 #52152 Willow Glen Anchor 1 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC 52152 2 Willow Glen 32 32 0 angle of wall to the y-axis 0 30 8 JDR 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5*e,if modules are uniform width. 13.5 11.92 x 22.03 2.0 a 22.03 39 slope of backfill(perpendicular to wall) 3.18 10 17.5 17.5 (Ka)AB= 0.36 (K.)Bc= 0.13 WW4 3 of 18 #52152 Willow Glen Anchor 1 18 VARIABLE OF VARIABLE VALUE 39 H wingwall design height at anchor location(feet) 12.24 h,„,Ch height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 13 angle of backfill(degrees) 17.5 L length of anchor(feet) 6.04 D is unit weight of backfill(kcf) 0.120 is 13 0.150 '/sureh 18 0.125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W„,) 1.84 0.50 0.92 0.92 soil IA 0.69 5.03 2.77 3.46 soillB 6.33 4.02 20.37 25.46 soil II, 1.37 2.63 2.87 3.58 soil Its 0.59 5.02 2.35 2.94 Ws,,shs,90„,) 0.00 4.02 0.00 0.00 W,,,a,s, 0.00 0.50 0.00 0.00 Soil Pressure (PAB), 0.98 7.04 6.91 6.91 (PAB)h 2.20 7.05 15.53 (PBc,) -0.18 5.89 -1.08 -1.08 (PBc,)h 0.74 1.50 1 11 (PBc2) -0.03 5.50 -0.19 -0.19 (PBc2)h 0.14 0.83 0.12 Ps�rch rch�hoo 0.00 7.07 0.00 TOTALS= 11.57 3.08 16.76 34.92 42.01 SUMMARY OF RESULTS F.S. (overturning)= LMR 2.1 >1.5, O.K. EMc WW4 4 of 18 #52152 Willow Glen Anchor 2 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 9 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5'(0,if modules are uniform width. =0.75* ,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 39 slope of backfill(perpendicular to wall) 3.18 13 angle of backfill(perpendicular to wall) 17.5 17.5 (Ka)Aa= 0.36 (Ka)BC= 0.13 WW4 5 of 18 #52152 Willow Glen Anchor 2 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 12.77 h.„, height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 5 wall friction angle for section AB 24 13 angle of backfill(degrees) 17.5 L length of anchor(feet) 6.04 D Ts unit weight of backfill(kcf) 120 is unit weight of concrete(kcf) 150 7surch unit weight of surcharge(kcf) 125 (perAASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W„,) 1.92 0.50 0.96 0.96 soil IA 0.69 5.03 2.77 3.46 soil le 6.72 4.02 21.61 27.02 soil II, 1.37 2.63 2.87 3.58 soil 118 0.59 5.02 2.35 2.94 Wcr,„a,ge 0.00 4.02 0.00 0.00 Wpafape1 0.00 0.50 0.00 0.00 Soil Pressure (PAB),, 1.08 7.04 7.62 7.62 (PAB)„ 2.43 7.22 17.56 (PBc,), -0.19 5.88 -1.13 -1.13 (PBc,)h 0.77 1.50 1.16 (P8C2) -0 03 5.88 -0.20 -0.20 (PBc2)h 0.14 0.83 0.12 Ps„ra, 0.00 7.34 0.00 TOTALS= 12.13 3.34 18.84 36.84 44.24 SUMMARY OF RESULTS F.S. (overturning)= EMR 2.0 >1.5, O.K. EMo WW4 6 of 18 #52152 Willow Glen Anchor 3 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 9 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5*$,if modules are uniform width. =0.75'c,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 39 slope of backfill(perpendicular to wall) 3.18 angle of backfill(perpendicular to wall) 17.5 17.5 (K.)A8= 0.36 (KJBc= 0.13 WW4 7 of 18 #52152 Willow Glen Anchor 3 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 13.30 h,,,ran height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 6 wall friction angle for section AB 24 p angle of backfill(degrees) 17.5 L length of anchor(feet) 6.04 D ys unit weight of backfill(kcf) 120 'lc unit weight of concrete(kcf) 150 . 'Ysurch unit weight of surcharge(kcf) 125 (per AASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (k/ft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W„,) 2.00 0.50 1.00 1.00 soil IA 0.69 5.03 2.77 3.46 soil I, 7.11 4.02 22.85 28.57 soill1A 1.37 2.63 2.87 3.58 soil II, 0.59 5.02 2.35 2.94 Ws,e,,e 0.00 4.02 0.00 0.00 W,e,e,e, 0.00 0.50 0.00 0.00 Soil Pressure (PA,),, 1.19 7.04 8.36 8.36 (PAB)h 2.67 7.40 19.75 (PBC,), -0.20 5.88 -1.19 -1.19 TKO', 0.81 1.50 1.22 (PBc2) -0.03 5.88 -0.20 -0.20 (PBC2)b 0.14 0.83 0.12 P,e,u, 0.00 7.60 0.00 TOTALS= 12.69 3.62 21.08 38.81 46.52 SUMMARY OF RESULTS F.S. (overturning)= EMR 1.8 >1.5, O.K. /MD WW4 8 of 18 #52152 Willow Glen Anchor 4 SOIL DESCRIPTION VALUE VALUE PROPERTY section AB section BC friction angle of soil 32 32 9 angle of wall to the y-axis 0 30 8 wall-soil friction angle (measured from a 24 16 perpendicular with the wall) =0,if significant vibrations of backfill or module settling more than backfill. =0.5'1, if modules are uniform width. =0.75'41,if averaged pressure surface x side slopes from road(x:1) 2.0 a wingwall angle(angle w/perpendicular to road) 39 slope of backfill(perpendicular to wall) 3.32 angle of backfill(perpendicular to wall) 16.7 16.7 (Ka)AB= 0.35 (Ka)Bc= 0.13 WW4 9 of 18 #52152 Willow Glen Anchor 4 VARIABLE DESCRIPTION VALUE OF VARIABLE H wingwall design height at anchor location(feet) 13.84 h,„n, height of live load surcharge(feet) 0.00 t thickness of wingwall(inches) 12 8 wall friction angle for section AB 24 III angle of backfill(degrees) 16.7 L length of anchor(feet) 6.04 D 7s unit weight of backfill(kcf) 120 N unit weight of concrete(kcf) 150 7surch unit weight of surcharge(kcf) 125 (perAASHTO 5.5.2) "Stability" "Bearing" Description Vertical Horizontal Lever Disturbing Resisting Resisting Reaction Reaction Arm Moment Moment Moment (k/ft) (klft) (ft) (ft-k/ft) (ft-k/ft) (ft-k/ft) wall(W„.) 2.08 0.50 1.04 1.04 soil IA 0.66 5.03 2.65 3.31 soil lB 7.49 4.02 24.10 30.12 soil IIA 1.37 2.63 2.87 3.58 soil IIB 0.59 5.02 2.35 2.94 W,,,,a„ 0.00 4.02 0.00 0.00 Wpa,ace, 0.00 0.50 0.00 0.00 Soil Pressure (PAB), 1.26 7.04 8.89 8.89 (PRO', 2.84 7.55 21.41 (P8c1) -0.21 5.88 -1.22 -1.22 (PBc,)h 0.83 1.50 1.25 (PBc2) -0.03 5.88 -0.20 -0.20 (PBc2)n 0.14 0.83 0.11 P,„,a, 0.00 7.83 0.00 TOTALS= 13.20 3.80 22.77 40.47 48.46 SUMMARY OF RESULTS F.S. (overturning)= /MR 1.8 >1.5, O.K. EM„ WW410of18 #52152 Willow Glen II. CHECK OVERTURNING STABILITY AT CONNECTION PLATES The connection plates provide stability for the portion of the wall not supported by the anchors, i.e., the section closest to the culvert. (See wingwall sketch) Data: Find soil pressure on section: number of plates= 3 Because the wall is more rigid at the plates, 0= 32 at-rest soil pressure coefficient(K,)is used. 8= 24 7, = 0.12 Ko = 1-sin = 0.47 (AASHTO eqn 5.5.2-2) = 0.125 wall height @ plates(H)= 14.16 ft DEAD LOAD REACTIONS Live load surcharge(h)= 0.00 ft Plate#1 = 4.28 kips section width for plates(S)= 2.0 ft Plate#2= 5.50 kips Plate#3= 0.63 kips yp,= 0.75 ft Yp2= 7.00 ft LIVE LOAD REACTIONS yp,= 11.75 ft Plate#1 = 0.00 kips A,o„= 0.79 Plate#2= 0.00 kips (A307bolt--) tpaa= 1.0 in Plate#3= 0.00 kips AASHTO table L QF(,0„)= 30 ksi 10.56A) Fy(p,,a)= 36 ksi Find factored reaction: Moment Arm= 4.75 in Load factors are per AASHTO 3.22.1 & Table 3.22.1A Pfe,= ( y EPma.ioL)+ 1(1.67)Pmax(LL) pt.,=(1.3)(1.15)p(DL)+(1.3)(1.67)Pa) Plate#1 = 6.39 kips P3,at) Plate#2= 8.23 kips Controls Plate#3= 0.94 kips 2 PLL Pima..,an«.�)= 8.23 kips P2tt«' Check bolts: �; I —P0L The special Richmond Screw Anchor "wingwall insert"pullout capacity was obtained from the manufacturer and has approx. 3:1 safety factor. PullouP,tta,) tensiont =c OFA,0 = 23.7 k/bolt 6.5 k/bolt Controls Bolt = F F.S. =Capacity*2 bolts =4.01 > 1.0, OK (Pta,) Link. I _ Check bending of plate: Sum moments about corner of plate,point"o" pia, E Mo =(pt,,)(moment arm) =39084 lb-in Ip,=bh3/12 =0.83 in^4 Ptac ama.= M� =23 ksi < OF, = 0.9FY OK Moment arm Iw (AISC LRFD-F2 states 0, =0.9) length of connection plate is 10" WW4 11 of 18 #52152 Willow Glen III. CHECK SOIL BEARING PRESSURE AND SLIDING UNDER CAST-IN-PLACE FOOTING The reaction will be supported on the horizontal portion of the anchor plus the footing R,= Total vertical reaction at anchor(using 100%of soil weight). Rh= Total horizontal reaction at anchor. Mo= Disturbing moment at anchor. MRb= Resisting moment due to 100%of soil at anchor. Summary of loads at anchors anchor R, Rh Mo MRb anchor base length (K/F) (K/F) (K{/F) (K{/F) 1 3.73 11.57 3.08 16.76 42.01 2 3.73 12.13 3.34 18.84 44.24 3 3.73 12.69 3.62 21.08 46.52 4 3.73 13.20 3.80 22.77 48.46 5 1.73 0.00 0.00 0.00 0.00 Check the bearing pressure under the wall anchor Dftg= 2.0 ft Qaiiow= 4.0 KSF Bftg= 2.5 ft sliding friction µ = 0.45 0 o= 9in Wftg= 0.75 klf A 1IIIJII Rv,tot= total vertical reaction(R,„+Wftg) Wftg B= bearing width grout = maximum of(anchor base length+o)or Bftg 1 Y= location of vertical resultant(Rv,tot)along bearing width Rv,mt Rv+Wftg = Rv((MRb-Mo)/Rv+o)+Wftg(B/2) Rv.tot $ e= eccentricity of resultant Bftg = B/2- (must be less than B/6 per AASHTO 4.4.7.1.1.1) B B'= adjusted bearing width = B-2e q= bearing pressure(must be less than Q apow) = Rv.tot/B' Check bearing pressure at each anchor B i check B' check anchor (ft) (ft) e e (ft) q q 1 5.48 2.83 -0.09 OK 5.30 2.32 OK 2 5.48 2.75 -0.01 OK 5.46 2.36 OK 3 5.48 2.67 0.07 OK 5.34 2.52 OK 4 5.48 2.62 0.12 OK 5.24 2.66 OK 5 0.00 0.00 0.00 n/a 0.00 0.00 n/a WW412of18 #52152 Willow Glen Check the sliding factor of safety FSs,= µ*R,,.,o, (AASHTO Figure 5.5.5A) Rh (must be> 1.5 per AASHTO 5.5.5) µ =friction factor from AASHTO Table 5.5.28 for mass- = tan 8(but max 0.5) concrete on soil Check sliding at each anchor Rv,,,, µ*R,,,,o, F.S..1 check anchor (k/f) (k/f) F.S.,, 1 12.32 5.55 1.80 OK 2 12.88 5.80 1.73 OK 3 13.44 6.05 1.67 OK 4 13.95 6.28 1.65 OK 5 0.00 0.00 0.00 n/a WW4 13 of 18 #52152 Willow Glen IV. CHECK BENDING OF FOOTING CROSS SECTION According to AASHTO 4.4.11.6.1., bending need not be considered in footings when the footing depth, D, exceeds the projection,pr, of the footing beyond the edge of the wall. pr,=offset(o)= 9 in pre=B-o-t= 9in Controls prma,= 9in pr+ Pr: projection<D OK • Use minimal steel stirrups p #4 @ 48 inches o.c. B WW4 14 of 18 #52152 Willow Glen V. CHECK WALL SECTION-BENDING AND SHEAR(vertical bars) Assumptions: 1. Wall stem is cantilevered from anchor(AASHTO 5.5.6.2) 2. Use active earth pressure because wall can deflect at top. (AASHTO 5.5.2) 3. Use K, and 6 from Anchor Stability Calculations. vertical bars ill Horizontal loads: le PLL Psh=(1/2)y,K,h2(cos S) • - L � 1 PLO=7 K,h(hw,„„,)(cos S) GI wrill‘Prilim P,mvx =P;mv/Ld sv Factored forces: Load factors are per AASHTO 3.22.1 & Table 3.22.1A 41 M„=Section width[(1.3)(1.3)Psh(h/3)+(1.3)(1.67)PLLh(h/2)+(1.3)(1.67)P,mp(h+Yimp)] V„=Section width[(1.3)(1.3)Psh+(1.3)(1.67)PLLh+(1.3)(1.67)P,mp] Summary of forces at anchors p H h hsurcharge Psh PLLh Pimp M. V, anchor (ft) (ft) (ft) (k/ft) (k/ft) (k/ft) (k-ft) (k) 1 12.24 8.74 0.00 1.49 0.00 0.00 40.27 13.82 2 12.77 9.27 0.00 1.67 0.00 0.00 43.72 14.15 3 13.30 9.80 0.00 1.87 0.00 0.00 51.70 15.82 4 13.84 10.34 0.00 2.05 0.00 0.00 53.93 15.65 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Check bending(reinforcment)at anchors Re = M f,= 4000 psi •bbd 2 fy= 60000 psi 1 r 2mR j 43= 0.9 (AASHTO 8.16.1.2.2) prehd=- 1- 1- m, fy m=f,/0.85f.= 17.65 d= 9.56 in pu =steel ratio required to achieve 1 2Mc„per AASHTO 8.17.1 1 b= anchor's contrib.width pm,,, =The requirement of 8.17.1.1.May be waived if the area of reinforcement provided is 1/3 greater than that required. ' anchor R. p,sgd P. pm,, A.„„„ A...,.., check (psi) (in2) (inZ) 1 89 0.0015 0.0028 0.0020 1.23 1.92 OK 2 106 0.0018 0.0028 0.0023 1.34 1.85 OK 3 126 0.0021 0.0028 0.0028 159 1.85 OK 4 145 0.0025 0.0028 0.0028 1.47 3.73 OK 5 0 0.0000 0.0028 0.0000 0.00 #VALUE! N/A WW4 15 of 18 #52152 Willow Glen Check shear According to AASHTO 8.16.6.6. and 8.19.1.,shear reinforcement is not required if V„ < 0 V c Ve= (0 85)(2),t bd (V,calcualated by AASHTO eq'n 8-49. This equation(beam action)is the minimum shear strength of the section,because two-way action will always give a greater shear strength.) anchor V, check Vt,<4Vc 1 67.86 OK 2 61.69 OK 3 61.69 OK 4 55.70 OK 5 0.00 N/A WW4 16 of 18 #52152 Willow Glen VI.CHECK TYPE'D'ANCHOR ATTACHMENT Check capacity of connector for pullout(truncated pyramid failure),shear, tension, and combined shear&tension —}t Front face of Precast Wan- embedment depth(e)= 9 in Attachment depth= 42 in X head dimension(Xdnead)= 3 in t^ Y head dimension(Ydnead)= 3 in Bar size= #6 3"0 head_ #rows= 6 #6 connection bar row spacing= 4 in wall thickness(t)= 12 in x=Xdnead(since only 1 column)= 3 in y=(#rows-1)(row spacing)+Ydnead= 23 in Y q z=min(x,y)= 3 in hm,n=(z+2fe)/2= 10.5 in AR=(X+Lie tt)(Y+1`ezt)= -51.0 inA2 9"min I I -1' embed fe= 4000 psi Failure surface fy= 60000 psi 4 concrete= 0.85 yf � steel= 0.90 -3"mhead TENSION CAPACITY(Per PCI Desic n Handbook§6.5.2.1) t>hmin: failure surface does not penetrate slab Find pullout capacity of concrete Find tension capacity of studs if t>=hm,n,$Pc= 02.67sgrt(fc)(x+21e)(y+2ie) 4tPv=4fy(Abar)(#bars) if t<h, ,4)P,= 02.67sgrt(fc)[(x+2te)(y+2ie)-AR] 4)Py= 143.14 K OP,= 123.58 K controlling tension capacity(OP)= 123.58 K Find moment capacity of anchor Moment capacity of anchor(4)M )=4)P(d-a/2) d=attachment depth-bar cover-(y-Ydnead)/2= 30 in a=Asfy/0.85fcb= 7.80 in OM.= 268.82 k-f WW417of18 #52152 Willow Glen SHEAR CAPACITY(Per PCI Design Handbook 66.5.2.2) Find shear capacity of concrete 0Vc=01,CwCtCO bV',=012.5de'bsgrt(fe) = 167.6 K Cw= 1 +spacing/3.5de<#columns = 1.0 C)=t/1.3de<= 1.0 =0.23 C,=0.4+0.7de/de<= 1.0 = 1.0 de=attachment depth-cover-bar dia/2 =40 in de=distance to side of wingwall =36 in OVO=OV'eCwC)Ce= 39.05 K Find shear capacity of studs bVy=00.9fyAba,(#bars) bVy= 128.82 K controlling shear capacity(0V)= 39.05 K FIND LOADS Unfactored loads on anchors: Factored loads: MDIOL) =(sec width)MO)a,,,,°,) Load factors are per AASHTO 3.22.1 & Table 3.22.1A MOLL) =(sec width)(MO,a,,,,.)+P,n,p*(wall ht+Y,,,,o)) M„=(1.3)(1.3)MD(OL)+(1.3)(1.67)MO(LL) P„=M„/(d-a/2)°cos(bar angle) V„=M„/(d-a/2)°sin(bar angle) bar angle= 0° Summary of forces MDIDL) Maw M„ P. V„ anchor ft-k ft-k ft-k k k 1 92.2 0.0 155.7 71.6 0.0 2 94.2 0.0 159.2 73.2 0.0 3 105.4 0.0 178.1 81.9 0.0 4 102.8 0.0 173.8 79.9 0.0 5 0.0 0.0 0.0 0.0 0.0 Summary of results check check check check check combined combined anchor $M„>M„ $P>P„ $V>V„ Vc&Pc VS&PS 1 OK OK OK OK OK 2 OK OK OK OK OK 3 OK OK OK OK OK 4 OK OK OK OK OK 5 n/a n/a n/a n/a n/a WW4 18 of 18