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HomeMy WebLinkAboutSUB200900004 Assessment - Environmental 2012-10-31 {• C0 0 C h CBR TEST REPORT Y1821 Broadway Street n g i n e e r i n g Charlottesville,VA 22902 Phone 434-293-7449 c� e s t i n g,Inc. FAX 434-293-5137 Date: 10/31/12 By: HPP Project: Glenmore Sec5 Ph3 Job No.: 3170 Sample: Locat.: Road"A"Sta. 1+00 Description: Brown clayey silt AASHO T-99 X Max. Dry Dens. 93.5 pcf., Opt. Moisture _ 25.7 % AASHO T-180 Cylinder No. 13 Cylinder Ht. 4.584 in. Cylinder Vol. 0.0744 cu.ft. Cylinder Wt. 9.08 Hammer Wt. 5.5 lb No. Lifts 3 Blows/lift 50 Surcharge Wt. 10 lb DENSITY AND MOISTURE DATA As Compacted After Soaking _ Can No. A9 A10 A9 A10 Wt.wet sample+can, gm. 68.48 68.57 68.58 68.64 Wt. dry sample+can,gm. 59.06 59.20 58.17 58.11 Wt.water,gm. 9.42 9.37 10.41 10.53 Wt.can,gm. 21.63 20.99 21.63 20.99 Wt. dry soil,gm. 37.43 38.21 36.54 37.12 Percent moisture 25.17 24.8 24.52 28.49 28.4 28.37 Wt.mold+wet soil, lb. 17.98 18.16 Wt.wet soil,lb. 8.90 9.08 Wet density of soil, pcf. 119.62 121.99 Dry density of soil, pcf. 95.82 94.99 Percent max.lab density 102.5 101.6 PENETRATION DATA SWELL DATA Penetration Load in. lb. Dial reading before soaking 0.028 in 0.000 0 Dial reading after soaking 0.03 in 0.025 80 Swell 0.002 in 0.050 115 Percent Swell 0.04 % 0.075 140 Volume after soaking 0.0744 cu.ft. 0.100 160 0.150 195 0.200 225 CBR= 100(160/3000)=5.3 0.300 280 0 400 335 0.500 390 - Glenmore Sec5. Ph3 Road "A" Sta. 1+00 450 - 400 350 -- • 300 ♦ 2.50 0 J 200 150 100 ♦ 50 - 04 - 0 0.1 0.2 0.3 0.4 0.5 0.6 Penetration Glenmore S5 P3 Road "A" Sta. 1+00 95.0 94.0 H PC1 93.0 • 92.0 91.0 • 90.0 21.1 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29 0 %MOISTURE - - _ - - SIEVE ANALYSIS REPORT Glenmore Sec 5 Ph.3 Road"A" Sta. 1+00 Sieve Cumulative%Passing 4 100 10 91.7 40 85.6 200 72.6 ATTERBERG LIMITS Liquid Limit 43.3 Plastic Limit 27.2 Plasticity Index 16.1 • 'bs P'+,; ^;y�'•s2.'� � ::•:::i ,:..'o'''K."an7nw4 `. .dv'Aif�.""'' wGn 'r..�:.oiD tht% .;nri o. :^.0 :K•' •.�+..3 -+y,,,,,,,w4 7.'.u`?;ur,?Yi",.4.-•. ^:" ,s°,,''''.„„:,,. r. ."', 6.`%Si,,.3S:'?. .?„,,,,-...-°c,,,,"..Ay .. .: a r socR' ,„,,;.1. wo.4,:,„,.,..:.,..,..;,..........,. .::;,...1.0..........._ `a�'••',".-4at ?+'-', ,•Ra •"•,,,—:lv•.VS�r :•7riii:.'„,..,�3ri.,-.....4.; Z:)6,°.:4-4:a3t�; ' ^" , .5^. v9 i'°,;. in+Y.0 ::P�?: ri2�'`.:�.F wj�{i.•tttw f:.i : -'%%•;•.':»../.h'<•y::ass.�... ..SYv,: t a6!R:' ..t >.^ %i•J.ti: :..>ru.aF`'u''6':"•.,.z.Ja<, a`,?v..:>..i-.>:,-.w-., J.c :r.::.•^.Y �'��l' �.;•e•%:J :µ: ^.{;. [:YSv' 1 •1y "•5';: :ice\,�. �^ti;ii...�i.L':i�"11�:C5:w... � 1:^ i>�•: j•�: .,,;•;,s•. ;•>F�j ::c.•».rr,,•,�r.,r'.��o. �.,;;.•r1�..,a r w�:f •;;;.v�tiy.,,E;^ a>,.;.»,.....o..•..,,.....,;:eotier,>tisFG.,G:,r:.aC,B .<.,,lsi� y..�%, ':;r f04iS'• �:: i:�l: %:i•:St,::t,: •..',nv.• :::+:°.:•2''uv°ti;a`''�':w.,�.<°:i7...... 7,r.OiS:�'�� :t:4t .'?�. .k :f., - .,.. ..'.�sii.� n,, ,k mud-::?EE`:E;">sr./S •IIII 11 ,Ij/ , ,Y.. ► ,A� r., c_;y;. � '�r SEE SHEET 2 FOR ,'� s'tt I k'if`'^'3%4,V''Y:<a • LID—� .1'1 :; ; '�c :>f<. 8"X 6-TEE •--•-•'-` .. OUTLET PROTECTION �y-22's 043,',` 8 s. vi DETAILS Q:, I; _r,.e: iiN EC-2 O " ` ENTFALFNE .: A 11+55 R = ss.00 W . v�„k-0. SPACE A 248.20 > 3 H . p 148'43'58 I �'.. ., Mop.' •'Y•° .~>K.:.£r< � ���`'� 1 YYY ALINE EX. D.H..E�ec. y■ r: \� ' `• i CD-1 DB.2 Ex. 'd EW-12'. Light ,. .qf., 4,ilk4k zz; • / / "�•� 0. ;""'`s4.4.."; )II 138.41' .A10' :#{n s <' itIII""" .*-P8\ : ' \-A8 ,,,a--4,3. 11T6?.‘I Apv1..11\ •-• : y: /// N ',i'- h-ak,`":, ,',',:,', ` EC-2 / E 1' AssDcra Ta.4+5o :'; ;� ;'L: MDRE < r� ;. ry, a , LIMIT Pd r 'WA INE �::/ I �' 0� D (DEED 26 PLa EaSENErn1r , �04: £; " ;: ,ems.>: ! :;': :,:.,° ? ! / sue' '' '>sI 1 j �• 6' D.I. :,:,,; . t -• , ,'". it..-''MI 1'11 a r e:r.i., i .0„) I OPEN/ 1----\\1/4 \ \ - r .. ,e.. ;-,:g i \ \ \ 41/' .:"?` ;: ,, ' ..44:e /,.. - ,. II illit P:'''g 7 j • : ' 1 : « : E'tC : YP. ' ,,,,,,:: C I :0 ill N.v.A.,~1 \ ,,,,,0,4p,•,--,,i zi, •.5, ......... FM110P:1 *e$al R411811YS\ qira 2: / / i . . 4,—.... -44p,... \ . ..i.„ ....... =-„,,iiii,„ „, 55. �I "� CD-1 • C� 1, -1.-gr iQryi' F` END EC- ,� E 3 's y ,,it � EN_22. i%7 14:Ai' :': tt, . •D f xNA E /� ! ..;:=.::fir 1 :.,. * LOT LT ,r i . ill <. W fjt•�=: �F 4 • ,1 r�D—i 1 7 M S .>;A .. p ti s,, � !EW—i2 fs 2(k D NA;` 1 •,•I,a�.• .. �'/ r , `_` • ' , ,e ' i EA � for "=50' ',it - CBR Test 111 M P TEMP#PHAS 2 ; ' ,../..6/'I �`:,:i., f 4-WATERLINE 5TU8 / °'`�►" .Iaa � :� STA, 0+75.oo ..r s is`T: CBR Test Locations > ,Y ,.., — Glenmore Section 5 Phase 3 ,:.4;ill�w `� w, ; ,r_ .*.-; ;�s 5. 2.5/ f Ferndown Lane 7+75 _ Sta y -:ice'' I ,:,:u �9. Sta 1-�-®® i 1 r' Y , `Z.'`,,, 'E'/'/'`!Jf�'iV4 '"'k ,Y° Albemarle iy�`bemar•�+ p un Virginia ,-. ° Y. `s � , .,31 irrr,titi3..k+x:d'yYxa � c,..'i!,{ �`�° LT.B CJ`rL.CBr_I�b/ County,n a � �' , � � �� �. ' ' Gooch Eng .eering & Testing, IInc Broadway Street 4iP1pp •t ,...ss�. . Charldttesvi11 , VirOrria 22902 o o C h CBR TEST REPORT 821 Broadway Street n g i n e e r i n g Charlottesville,VA 22902 Phone 434-293-7449 & e s t i n g,Inc. FAX 434-293-5137 Date: 7/3/13 By: HPP Project: Glenmore Phase II Section 5 Job No.. 3170 Sample: Locat.:_Road"A"Sta. 5+00 Description: Brown clayey silt w/rock fragments AASHO T-99 X Max.Dry Dens. 91.5 pcf., Opt. Moisture 25.6 % AASHO T-180 Cylinder No. 10 Cylinder Ht. 4.584 in. Cylinder Vol. 0.0744 cu.ft. Cylinder Wt. 9.00 Hammer Wt. 5.5 lb No. Lifts 3 Blows/lift 50 Surcharge Wt. 10 lb. DENSITY AND MOISTURE DATA As Compacted After Soaking Can No. .A3 A4 A3 A4 , Wt.wet sample+can,gm. 68.67 68.58 68.56 68.66 Wt. dry sample+can,gm. 59.41 59.47 58.17 57.34 Wt.water,gm. 9.26 9.11 10.39 11.32 Wt. can,gm. 20.97 20.88 20.97 20.88 Wt.dry soil, gm. 38 44 38.59 37.20 36 46 Percent moisture 24.09 23.8 23.61 27.93 29.5 31.05 Wt. mold+wet soil, lb. 17.59 17.93 Wt.wet soil, lb. ' 8.59 8.93 Wet density of soil, pcf. 115.46 119.69 Dry density of soil, pcf. 93.22 92.43 Percent max. lab density 101.9 101.0 PENETRATION DATA SWELL DATA Penetration Load in. lb. Dial reading before soaking 0.011 in 0.000 0 Dial reading after soaking 0.024 in 0.025 105 Swell 0.013 in 0.050 145 Percent Swell 0.28 % 0.075 170 Volume after soaking 0.0746 cu.ft. 0 100 190 0.150 220 0.200 245 CBR= 100(190/3000)=6.3 0.300 270 0.400 320 0.500 I 365 Glenmore Phil S.5 Road "A" Sta. 5+00 400 - 350 300 - ♦ 250 ♦ 0 200 J ♦ • 150 100 50 0 0 0.1 0.2 0 3 0 4 0.5 0 6 Penetration � _---_-_'--__ Glenmoze Pb23.5 Road"W'3ba. 5+QO | . . 93.0 | | 92.0 ' ' / . . ` | 91.0 , / ' 9\O ---- . w � 09.0 - 88.0 \ - � ! ' : .0 21.0 ` 22� 23.0 24� 2�8 2b� 27]} 28.O 29 0 / 96MOISTURE ' _'��,u��^� �*�.'��*_ �^�o''L w~d Mo.'s �um per SIEVE ANALYSIS REPORT Glenmore Phase II Section 5 Road"A" Sta. 5+00 Sieve Cumulative%Passing 4 95.7 10 89.2 40 80.2 240 67.1 ATTERBERG LIMITS Liquid Limit 45.2 Plastic Limit 29.1 Plasticity Index 16.1 C O D C h CBR TEST REPORT 1821 Broadway Street n g i n e e Y.1 ri g •Charlottesville,VA 22902 [[ll Phone 434-293-7449 & es t i n g, Inc. FAX 434-293-5137 Date: 7/3/13 By: HPP Project: Glenmore Phase II Section 5 Job.No.: 3170 Sample: Locat.: Road"A"Sta. 10+00 Description: Brown clayey silt w/rock fragments AASHO T-99 X Max. Dry Dens. 109.1 pcf.,Opt. Moisture 17.1 % AASHO T-180 - Cylinder No. 12 Cylinder Ht. 4.584 in. Cylinder Vol. 0.0744 cu.ft. Cylinder Wt. 9.37 Hammer Wt. 5.5 lb No. Lifts 3 Blows/lift 50 Surcharge Wt. 10 lb. DENSITY AND MOISTURE DATA As Compacted After Soaking Can No. A5 A6 A5 A6 Wt.wet sample+can, gm. 68.60 68.75 68.57 68.56 _ Wt. dry sample+can,gm. 61.30 61.21 59.98 60.03 'Wt.water, gm. 7.30 7.54 8.59 8.53 Wt.can,gm. 21.82 21.13 21.82 21.13 Wt. dry soil,gm. 39 48 40.08 38.16 38.90 Percent moisture 18 49 18.7 18.81 22.51 22.2 21.93 _ Wt.mold +wet soil,lb. 18.77 19.18 Wt.wet soil, lb. 9.40 9.81 . Wet density of soil,pcf. 126.34 131.05 Dry density of soil, pcf 106.48 107.23 Percent max. lab density 97.6 98.3 PENETRATION DATA SWELL DATA Penetration Load in. lb. Dial reading before soaking 0 126 in 0 000 0 Dial reading after soaking 0.154 in 0.025 155 Swell 0.028 in 0.050 280 Percent Swell 0.61 % 0.075 410 Volume after soaking 0.0749 cu.ft. 0.100 530 0.150 690 0.200 • 825 CBR= 100(530/3000)= 17.7 0.300 975 0 400 1055 0 500 I 1105 Glenmore Phil S.5 Road "A" Sta. 10+00 1200 1000 J ♦ — 800 o 600 400 ♦ 200 0 0 0 1 0.2 0.3 0.4 0 5 0 6 Penetration Glenmore Ph2 S.5 Road"A"Sta. 10+00 97.0 - .• 96.0 • rE2 95.0 • >-4 r:4 ,• 94.0 • 93.0 19.0 20 0 21 0 22.0 23.0 24 0 25 0 _0 %MOISTURE -r r ovi A:v.4„,„, fiti),15 71-60re. r._r 0) &I etet4t r AA !tithe.% it. 6,4 SIEVE ANALYSIS REPORT Glenmore Phase II Section 5 Road"A" .! Sta. 10+00 Sieve Cumulative%Passing 4 72.4 10 60.6 40 46.8 200 33.5 ATTERBERG LIMITS Liquid Limit 45.1 Plastic Limit 26.4 Plasticity Index 18.7 • �.� ! ASS'K > iss' wi i% . END E -2 tf! lj `ti 1. PPHASED-i t `, :fit' 11( ®'r \15 CMP oA NDPE� r'° " SE 4'\ EW- 'S \@ STA 11+V5. ' '�. ' :1 s' , w�(END SECTIONS I. . '-r� ,�1 .� \ T e„x TEF '.��: ^ft. MAID-40.--1 (21 8 .V. s v, 3 i ' 12" COVER , ! erg �, . �\ (i) 6 0.V. i ,;.. w,/ m TEMPORARY PHASE 3 f �'° \-�. N. `�, }�` t It ,6" WATERLINE STUB >� s. • • • � - . ^ f `N ` ` \ , T..1•8x�^ I \ � � 6" D.I. f ,\ °� \PHP $E4\ \ a • ; _ ( lWATERLINE '�.✓,• T-.-'' rf/ ,,,, \ E • .,?.< ,. ; ..1..,.,MAIWTA•IN•-A-14INIMUM OF 10,,PAAL TE S 1 a, \ \ t t S: 3,��: • I r } fT .4<< 5 SEPARATION BETWEEN . ,- i ; ! } • �f`' `' WATERLINE AND. CULVERT-1 TYP !; , +o'g ' SPYl'�CE! ! I v 4.. ! 1 A Jar.. Oftep.r / / ' .t�• f ��` 11 / .94-1/' i ... V ! P gA . ENMO ASSQ�IATES f' EE SHEET 2 { 109 ,A0 / sB I , =. iMI D PAA ERSNT,P / FOR oU�LET c. �,; 352 p 5 .' PROTECTION S /l ,...., :,., I . �:�•--'S ,'�^ 9 ''(DEED Pp PLAN DETAI4S ���� ll� ! 4' I,��'; rEx. O. Elegy. y ".-kPe-I ' _ '� �� •�� �f : DB.3 .361' f ® • "< �� -"'J °' ; DB. 2 p a. }. ` .58" it •''' 1 4 �;1. ! W M. . 2 „" DB.* 4 p.57 . St '� S, , E5 .•'� f° F.; / CENTERLINE t s ;ya a — _rr.c_. — . 1e:r to , ,C .4' — — — - — '� .1'. = 131.d1' ; a ; `Ec-2 a = 7 .es' >. � •___ ,,--•^TMP 80-48' '� ; '' <:: )� I I GLENMDAE AS�ATES \ 1. ! S i '� ''.$ ••'I I / LIMITEpL?ARTNERSHIP / }/I f , ! e� „ '. �' D.8': 3528 p. 593/ /I 1 �' F; �` . / t•� I (DEED 6 PLA ' 44 r I.. �:; `�'� A Y Ex. / P T 7+61.74 l I i• � r'�" rL'OT 16 '•l 1 1. . .o Light 3? f 1jz1i . . ry.4it • CENTERLINE EW-12's ; ` I /✓ r�'�,: TYP. ds'. s I ',4. 't :. :ell A 96.00' .s:..: . a 1 �1, '';P..'!. A = 249.20' ,f ' -- ...., r . «.. {.. E 43'58" :?;,.1: , `/ 'i A - 148' s• :'' i °'4''''....:,.'A'.iZ,,,,...$.c..%.•:,:.:.:•:1•.•)•'i'::,.:..A.*k,0I,t,...f/:.*i..•.:'?*. ..,:..i.1..e0*.-,7'...,P,',N.,.,3.i.n'..i.*,:1.1r1;:..4"-1=1", --4-1— BEND r �: 6 22. r�:t, : 7/� � x'�;4.�°;�:. ��.v, _� ��jBE`yDS20'DB,�INAGE 1 :'~t.--,.•*1..0.z.-z.,.,.,-*.,.,.7:4.:4*A.q'zr.Vi,'1s',r4,:-- r..21•0O-w...±•V35'g•s ..„..,.44a..„°...g.-il.,,,,,,t,yP..4„..-4..4,‘,,'"'.s,,.i.,!..t*:.;,,,.,';.1;::,,„.:•..:.:4-.:1::::o,;../p.-'-•!:-e:;':-..("4t4 0/4*‘4 :7:-.•.:.3 ..4r. .414 1T 1..r. SI11I /M5..N/'ri(0ii,t,•0-','....r..r4-i7 1._ :,/:..va/:/q::—, • 2 ae,.. tfy{ / -.`a 3T.:g .,n err..:. f % '/ lr, l= , l I '/14 't,r y ,": :1;;; .) }i:4 .r.::.vo-, ::i.?a'•%r•{;.0 _. , § i i ; Ooy�4 �::1 I '� 1�cr.� a • J: , r r , � b ,\ �/( . \` ~" "=50' G- CBR Test 0 r U i �, i , ''. -,. Scale 1 f -A „r,' r. ` ` . / ..''',., CBR Test Location 'ft ,' , • • •• 7 ~�``�. �4 '':. :�t.,�\ �`,4 ,, ' L� Road "g" — Sta 5-!-00 & Sta 10+00 ,r s ii f ,r il I.? • '-'ss' N. ;> > : ,,,� . ., e I enmore Ph.2 f z ',r , • t;?; `.;• .;• > ,..,.v,,:.;:; . .: I A: Jen"ta_-1e County; Virginia a ;ill' ;, '::- '. ,• � ,,��f �:� ` .":�:� .. ... L=`�:?_�?� �.�>�ineer�n� Testin;�,.Inc. � ,, ';.,4��`. r 1 871 Broads•,.ay Street I i Ch-�rio t�s`'i'le. Virginia 22902 - - 'L . 1 `