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HomeMy WebLinkAboutSUB201800012 Calculations Road Plan and Comps. 2019-01-14 ASBUILT-Flexible Pavement Design Evaluation Worksheet Project: Old Trail-BLK 7 Date: 14-Jan-19 Street( or section): Fennel Road Testing Firm: F&R Testing Date(s): 23-Feb-18 Design ADT Soil Support Average Daily Traffic, or VPD: 325 Measured CBR 1 19.9 Present Year: 2018 Results: 2 15.1 Design Year: 2018 3 Growth Rate(%): 0 4 Design ADT at Design Year: 325 5 Percent Trucks: 0 Measured CBR Average: 17.5 Design Traffic Volume: 325 Design CBR: 11.7 Resiliency Factor 2.5 Soil Support Value 29.25 Design Pavement Index: 7.9 Total Proposed Thickness Index: 10.3 OK Material Equivalency Min. Max. Thickness, (h Value, (a) Inches Inches (a x h) Surface Asphalt Concrete(SM-2A,B, orC) (Superpave SM-9.5A) 1.5 1.67 1.5 3 2.5 Prime& Double Seal or Blotted Seal Surface 0 0.84 * * 0.0 Intermediate Asphalt Concrete (IM-1A or 1 B)(Superpave IM-19.0A) 0 1.67 2 2 0.0 Base 1 Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) 2.5 1.67 3 * 4.2 Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface 0 1.60 6 0.0 Untreated Aggregate(21A or 21B) 0 1.00 6 6 0.0 Cement Treated Aggregate 0 1.67 6 6 0.0 Cement Treated Select Material, Type II, min. CBR=20 0 1.50 6 6 0.0 Select Material Type I & II, non-plastic, min CBR= 30 0 0.84 6 6 0.0 Select Material Type II, non-plastic, min CBR= 20 0 0.60 6 6 0.0 Soil Cement 0 1.00 6 6 0.0 Cement Treated Select Material, Type II 0 1.17 6 6 0.0 Cement Treated Select Borrow 0 1.00 6 6 0.0 Base 2 Untreated Aggregate(21A or 21B) 6 0.60 4 8 3.6 Cement Treated Aggregate 0 1.33 4 8 0.0 Select Material Type I, non-plastic, min CBR = 30 0 0.50 4 8 0.0 Select Material Type I & II, non-plastic, min CBR=20 0 0.40 4 8 0.0 Soil Cement 0 1.00 6 8 0.0 Soil Lime 0 0.92 6 8 0.0 Cement Treated Select Material, Type II 0 1.17 6 8 0.0 Cement Treated Select Borrow 0 1.00 6 8 0.0 Total Proposed Thickness Index: 10.3 Roudabush, Gale Assoc., Inc. Pg. 1 MOISTURE DENSITY RELATIONSHIP For Curve No. 3691 102.3 101.8 120.8%.101.4 ,$ 101.3 U • C1 • >' N C a) a 0 100.8 • 100.3 99.8 16.5 18 19.5 21 22.5 24 25.5 Water content, Test specification: VTM-1,Std. VTM correction Elev/ Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 SM A-4 26.1 8 6 4.2 43.1 ai TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 101.4 pcf Brown,silty SAND with trace gravel Optimum moisture=20.8 as c Project No. 71V0213 Client: Old Trail Village Remarks: .ci) Project: Old Trail Block 7 Date: 2/16/18 o Location: Fennil Street station 10+75 Sample Number: 3691 a FROEHLING & ROBERTSON, INC. Figure SINCE FR =HLING & ROBERTS v, INC. Engineering •• Environmental •• Geotechnical $C 6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Old Trail Village Record#: 71V0213 Project: Old Trail Block 7 F&R Lab No.: 3691 Location: Fennil Street station 10+75 Test Date: 23-Feb-18 Unsoaked CBR Soaked CBR X Compaction method: VTM-1;Surcharge weight-10 lbs Sampling Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 - • 600 I 1 l -- — —.. — .... N a •• 0 400 . • •E c 300 v I 200 •• 100 I 0 I 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 15.1 Proctor Max. Dry Density(pcf): 101.4 Swell(%): 0.41% Proctor Opt. Moisture Content(%): 20.8 Dry Density Before Soak(pcf): 102.9 Liquid Limit: 38 Moisture Content Before Soak(%): 20.9% Plasticity Index: 6 %Compaction Before Soak: 101.5% %Retained No.4 Sieve 4.2 Dry Density After Soak(pcf): 102.5 %Passing No. 200 Sieve: 43.1 Moisture Content After Soak,Top in.(%): 24.5% Visual Description: Brown,silty SAND with trace gravel %Compaction After Soak: 101.1% Resiliency Factor: 2.5 USCS Classification: SM AASHTO Classification: A-4{0} Tested By: RK Reviewed By: Froehling and Robertson, Inc. FR - EHLING Sc. ROBERTE N, INC. Engineering •• Environmental •• Geotechnical $C 6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 7881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Old Trail Village Record#: 71V0213 Project: Old Trail Block 7 F&R Lab No.: 3691 Location: Fennil Street station 10+75 Test Date: 23-Feb-18 Unsoaked CBR X Soaked CBR Compaction method: VTM-1;Surcharge weight-10 lbs Sample Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 — --- — • 600 — — — — ---- — —._... — —. _.__._.. — --- -- _ 500 - N a- O 400 N j F. y• 300 • aJ v 200 • 100 - - -- ------ — __ 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 19.9 Proctor Max.Dry Density(pcf): 101.4 Swell(%): N/A Proctor Opt. Moisture Content(%): 20.8 Dry Density Before Soak(pcf): 102.9 Liquid Limit: 38 Moisture Content Before Soak(%): 20.8 Plasticity Index: 6 %Compaction Before Soak: 101.5% %Retained No.4 Sieve 4.2 Dry Density After Soak(pcf): N/A %Passing No.200 Sieve: 43.1 Moisture Content After Soak,Top in.(%): N/A Visual Description: — Brown,silty SAND with trace gravel %Compaction After Soak: N/A Resiliency Factor: 2.5 USCS Classification: SM AASHTO Classification: A-4{0} Tested By: RK Reviewed By: Froehling and Robertson, Inc. ASBUILT-Flexible Pavement Design Evaluation Worksheet Project: Old Trail-BLK 7 Date: 14-Jan-19 Street( or section): Greenwell Lane Testing Firm: F&R Testing Date(s): 23-Apr-18 Design ADT Soil Support Average Daily Traffic, or VPD: 325 Measured CBR 1 12.1 Present Year: 2018 Results: 2 9.4 Design Year: 2018 3 Growth Rate(%): 0 4 Design ADT at Design Year: 325 5 Percent Trucks: 0 Measured CBR Average: 10.8 Design Traffic Volume: 325 Design CBR: 7.2 Resiliency Factor 2 Soil Support Value 14.4 Design Pavement Index: 9 Total Proposed Thickness Index: 10.3 OK Material Equivalency Min. Max. Thickness, (h Value, (a) Inches Inches (a x h) Surface Asphalt Concrete(SM-2A,B, orC)(Superpave SM-9.5A) 1.5 1.67 1.5 3 2.5 Prime& Double Seal or Blotted Seal Surface 0 0.84 * * 0.0 Intermediate Asphalt Concrete (IM-1A or 1 B)(Superpave IM-19.0A) 0 1.67 2 2 0.0 Base 1 Asphalt Concrete(BM-2 or BM-3)(Superpave BM-25.0) 2.5 1.67 3 4.2 Full Depth Asphalt Concrete (BM-2 or BM-3)over Surface 0 1.60 6 * 0.0 Untreated Aggregate (21A or 21B) 0 1.00 6 6 0.0 Cement Treated Aggregate 0 1.67 6 6 0.0 Cement Treated Select Material, Type II, min. CBR=20 0 1.50 6 6 0.0 Select Material Type I & II, non-plastic, min CBR= 30 0 0.84 6 6 0.0 Select Material Type II, non-plastic, min CBR =20 0 0.60 6 6 0.0 Soil Cement 0 1.00 6 6 0.0 Cement Treated Select Material, Type ll 0 1.17 6 6 0.0 Cement Treated Select Borrow 0 1.00 6 6 0.0 Base 2 Untreated Aggregate(21A or 21B) 6 0.60 4 8 3.6 Cement Treated Aggregate 0 1.33 4 8 0.0 Select Material Type I, non-plastic, min CBR= 30 0 0.50 4 8 0.0 Select Material Type I & II, non-plastic, min CBR=20 0 0.40 4 8 0.0 Soil Cement 0 1.00 6 8 0.0 Soil Lime 0 0.92 6 8 0.0 Cement Treated Select Material, Type II 0 1.17 6 8 0.0 Cement Treated Select Borrow 0 1.00 6 8 0.0 Total Proposed Thickness Index: 10.3 Roudabush, Gale Assoc., Inc. Pg. 1 MOISTURE DENSITY RELATIONSHIP For Curve No. 3733 103.5 102 '22.4%, 111,7 pcf • • 100.5 U > a) 0 99 • • 97.5 96 17 19 21 23 25 27 29 Water content, % Test specification: VTM-1, Std.VIM correction Elev/ Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 ML A-7-5 27.9 46 14 7.6 55.5 a) TEST RESULTS MATERIAL DESCRIPTION a) Maximum dry density= 101.7 pcf Brown,sandy SILT with little gravel E Optimum moisture = 22.4 % c Project No. 71V0213 Client: Old Trail Village Remarks: ,co Project: Old Trail Block 7 Date: 4/16/18 O Sample Number: 3733 FROEHLING & ROBERTSON, INC. ____ Figure • GRAIN SIZE DISTRIBUTION REPORT N C O O 100 i 1 1 , 1 90 - —T el 1 — 80 ; • 70 . , . . . Z 60 ; I I ; 50 w rY 40 w 0 30 20 • 10 0 • . 100 10 1 0.1 0.01 0.001 GRAIN SIZE (mm) % GRAVEL % SAND % SILT/CLAY 7.6 36.9 55.5 SIEVE PERCENT SPEC PASS? Soil Description SIZE FINER PERCENT (X=NO) Brown, sandy SILT with little gravel 1 1/2 in 100.0 1 in 99.8 A tterberg Limits 3/4 in 99.5 LL= 46 PL= 32 P1= 14 1/2 in 97.8 3/8 in 95.5 #4 92.4 Coefficients #8 90.6 DB5= 1.110 D60= 0.125 D5o= #10 89.4 D30= 015= 010= #16 85.4 Cu= Cc= #30 80.5 #40 76.3 #50 71.6 Classification #100 61.5 USCS= ML AASHTO= A-7-5 #200 55.5 Remarks Moisture Content= 27.9 % Specific Gravity= Lab No.: 3733 Date: 4/23/18 Location: Greenway Lane; station 11+50 Elev/Depth: l.. Client: Old Trail Village F& Froehling and Project: Old Trail Block 7 Robertson Inc. Location: Albemarle E,I Project No.: 71V0213 "A`' FROEHLING & ROBERTSON , INC . Engineering • Environmental • Geotechnical rsp 6181 Rockfish Gap Turnpike Crozet, Virginia 22932-3330 I USA ,,;,,, T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Old Trail Village Record#: 71V0213 Project: Old Trail Block 7 F&R Lab No.: 3733 Location: Greenway Lane;station 11+50 Test Date: 23-Apr-18 Unsoaked CBR X Soaked CBR Compaction method: VTM-1; Surcharge weight-10 lbs Sample Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700T - 600 i i 500 -t — --- — 0 400 -_1_ - - — �.-- --- —! -, c c , ° 300 -r- , — - v 200 100 { — — I 0 i 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in. penetration: 12.1 Proctor Max. Dry Density(pcf): 101.7 Swell (%): N/A Proctor Opt. Moisture Content(%): 22.4 Dry Density Before Soak(pcf): 103.4 Liquid Limit: 46 Moisture Content Before Soak(%): 22.5 Plasticity Index: 14 %Compaction Before Soak: 101.7% %Retained No.4 Sieve 7.6 Dry Density After Soak(pcf): N/A %Passing No. 200 Sieve: 55.5 Moisture Content After Soak,Top in. (%): N/A Visual Description: Brown,sandy SILT with little gravel %Compaction After Soak: N/A Resiliency Factor: 2.0 USCS Classification: ML AASHTO Classification: A-7-5{6} Tested By: RK Reviewed By: Froehling and Robertson, Inc. FROEHLING & ROBERTSON, INC . r0Engineering •• Environmental •• Geotechnical $C 6181 Rockfish Gap Turnpike Crozet, Virginia 22932-3330 I USA T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Old Trail Village Record#: 71V0213 Project: Old Trail Block 7 F&R Lab No.: 3733 Location: Greenway Lane; station 11+50 Test Date: 23-Apr-18 Unsoaked CBR Soaked CBR X Compaction method: VTM - 1;Surcharge weight- 10 lbs Sampling Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 — I i 500 a I , I I i I O 400 — — ° o 300 ✓ • 200 100 -- — — j 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in. penetration: 9.4 Proctor Max. Dry Density(pcf): 101.7 Swell (%): 0.15% Proctor Opt. Moisture Content(%): 22.4 Dry Density Before Soak(pcf): 103.5 Liquid Limit: 46 Moisture Content Before Soak(%): 22.5% Plasticity Index: 14 %Compaction Before Soak: 101.8% %Retained No.4 Sieve 7.6 Dry Density After Soak(pcf): 103.3 %Passing No. 200 Sieve: 55.5 Moisture Content After Soak,Top in. (%): 24.0% Visual Description: Brown,sandy SILT with little gravel %Compaction After Soak: 101.6% Resiliency Factor: 2.0 USCS Classification: ML AASHTO Classification: A-7-5{6} Tested By: RK Reviewed By: Froehling and Robertson, Inc. .... ... . -.*: :...,.. . --'-.../.:•••••••.• .. .. .. . ..... • •- .. . 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BOX 7427 CHARLOTTESVILLE, VA 22906 US Tax Material Unite Unit Price Matl Total Haul Total Code Tax Total 00-9006 Staunton Plant BM-25 ASPHALT 395.73 TON 60.00008 23,743.80 0.00 VA-04 1,258.42 25,002.22 Total: BM 25 ASPHALT 395,73 TON 23,743.80 0.00 1,258.42 25,00222 Total Invoke: 23,743.80 0.00 1,258.42 25,00222 • • Thank You! . . : A Finance Charge of 2%per month effective rate of 24%annually will be charged on past due accounts Totat.:. • '.25,00222••••• . „ • . , ••• „. . . „. . . • . . . INVOICE Invoice#: 13132 Date: 1215/18 Customer No:' V50 From: B & S CCxntractino, Inc. 189 Luck Stone Road v �� Staunton VA 24401 US (54O)88S'8888Fax(54O)888'25S0 vmxwv.Band8Cordruuhng.cunn Sold To: A. G. D|LLARD INC. , � Delivered To: P.O. BOX 7427 CHARLOTTESVILLE VA 22906 US • Material Units-- --' '---' '' ---- ' U�� UM _' Q��pM�� ��LI��/ l�!|To�a( Tax -_- �e Code --�� ___ Total 00-9006 Staunton Plan SM S5ALASPHALT 182.64Tn.v�� G�_V0ALASpHALT182.64TDN 66.5080E 12,145 56 O80 VA-04 643 71 12.73327 Total . 182.64 TON --------- -------- � 12.145.56 0.00 643.71 12,78927 Total Invoice: 12,145,56 0,00 643.71 12J8927 Thank You! A Finance Charge of 2G70 per month effective rate of 24%annually u,411 be charged on past due accounts Totat 12,789,27 • rr� Roudabush Gale & Assoc. Inc. •� i 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES.INC Tel.434-977-0205 Project Information Project Old Trail Storm Sewer 12/4/2018 Contractor Company: Roudabush Gale & Assoc. Inc. Responsible person: Division: Engineering Street: 914 Monticello Road City: Charlottesville, VA Phone: 434-977-0205 Fax: Mobile: E-Mail: Faye P-1 ® "" " Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES,INC. Tel.434-977-0205 Section Profile Project Old Trail Storm Sewer 12/4/2018 Nr. Upstream Downstream Date Street Media Label Material Total Length MH MH Length Surveyed 6 203B 203a 12/6/2018 Fennel Rd Polyethylene 18.50 18.50 7 211B 211A 12/6/2018 Oldham Drive Polyethylene 15.40 15.40 8 211A 211 12/6/2018 Oldham Drive Polyethylene 14.50 14.50 3 x Circular 12 = 48.40 Total Length ( 48.40 Length Surveyed ) Nr. Upstream Downstream Date Street Media Label Material Total Length MH MH Length Surveyed 1 THIS SECTION N/A FOR BLOCK 7 — 2 3 4 I 5 203a 203 12/6/2018 Fennel Rd Polyethylene 12.80 12.80 9 9 8 12/6/2018 Fennel Road Polyethylene 79.80 79.80 11 19 8 12/6/2018 Fennel Road Polyethylene 30.10 30.10 12 6-5A 6-5 12/6/2018 Old Trail Drive Polyethylene 194.50 194.50 13 6-3 6-5A 12/6/2018 Old Trail Drive Polyethylene 46.50 46.50 9 x Circular 15= 515.60 Total Length ( 515.60 Length Surveyed ) Total: 12 = 564.00 Total Length ( 564.00 Length Surveyed ) Page P-2 Pk Roudabush Gale& Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 Inspection report Date. Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed Not Known Downstream 12.8 12.8 City: Crozet Drainage Area: Upstream MH: 203a Street: Fennel Rd Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 203 Location Details: Block 7A Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:112 Distance Code Observation Grade 203a �.R 0.00 AMH Manhole/203a „. 0.00 MWL Water Level,0%of the vertical dimension . 6.00ft//00:01:04.89// 6.00 SO1 DSGV Deposits Settled Gravel,5%of cross sectional area NI at 6 o'clock,Start/Minor Gravel / .1 I 12.80 F01 DSGV Deposits Settled Gravel,5%of cross sectional area M2 at 6 o'clock,Finish/Minor Gravel 12.80 AEP End of Pipe/203 203 QSR I QMR I SPR I MPR I OPR SPRI I MPRI I OPRI 0000 I 2100 I 0.0 2.0 I 2.0 0.0 I 2.0 I 2.0 Old Trail Storm Sewer 1/Page:6 M. -.........=,- Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES,INC. Tel.434-977-0205 APle...k4 it `0.,,...,M 1&R4 04.410 10,0t% Section Pictures - 12/6/2018 City Street Date Pipe Segment Reference Nr. Crozet Fennel Rd 12/6/2018 5 ft ;-:.„.,,,,,L4.11:: ____(:NC:IC)---) ''''' ,00:01:04,6.00 Deposits Settled Gravel,5%of cross sectional area at 6 o'clock, Start/Minor Gravel Page 7 EL .;7..,,;z Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES,INC. Tel 434-977-0205 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. . 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed Not Known Upstream 18.5 18.5 City: Crozet Drainage Area: Upstream MH: 203B Street: Fennel Rd Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH:- 203a Location Details: BLOCK 7A Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 12 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:162 Distance Code Observation Grade 203a 110t 0.00 AMH Manhole/203a 0.00 MWL Water Level,0%of the vertical dimension 16.30ft//00:02:16.93// t 16.30 JSM Joint Separated Medium.0.5lnch Si 18.50 AEP End of Pipe/203B * , III _ 203B • QSR 1 QMR I SPR I MPR I OPR I SPRI I MPRI I OPRI 1100 I 0000 I 1.0 I 0.0 I 1.0 I 1.0 I 0.0 I 1.0 Old Trail Storm Sewer//Page:8 Roudabush Gale& Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES.INC. Tel.434-977-0205 ....,...en.h i) Ok sM H•:ti:.:,,y'A+:.fKUewt.S&M4 1% Section Pictures - 12/6/2018 City Street Date Pipe Segment Reference Nr. Crozet Fennel Rd 12/6/2018 6 's. r ,00:02:16,16.30 Joint Separated Medium,0.5lnch Page 9 ;•:;- Roudabush Gale& Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: Not Known Downstream 15.4 15.4 City: Crozet Drainage Area: Upstream MH: 211B Street: Oldham Drive Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH : 211A Location Details: Block 7A Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 12 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:135 Distance Code Observation Grade 2118 0.00 AMH Manhole/211B } 0.00 MWL Water Level,0%of the vertical dimension -' 4;00;01 :00'.47:// _ 4.2oft /00:01:00.26// 4.20 SO1 DSF Deposits Settled Fine,5%of cross sectional area from 5 o'clock to 7 o'clock,Start •� r t Id{ d I 4 { f • m 15.40 F01 DSF Deposits Settled Fine,5%of cross sectional area M2 from 5 o'clock to 7 o'clock,Finish 111 15.40 AEP End of Pipe/211A 211A QSR QMR I SPR MPR OPR SPRI MPRI I OPRI 0000 I 2200 I 0.0 4.0 4.0 0.0 2.0 2.0 Old Trail Storm Sewer//Page: 10 Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES.INC, Tel.434-977-0205 *414.,5,4044.<pgp4M.MKNi Y.11,4 tiNIR4 01041,4,1fMl lf% Section Pictures - 12/6/2018 City Street Date Pipe Segment Reference Nr. Crozet Oldham Drive 12/6/2018 7 rte: 00:01:00,4.20 Deposits Settled Fine,5%of cross sectional area from 5 o'clock to 7 o'clock,Start Page 11 Roudabush Gale&Assoc. Inc. """`" 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES.INC Tel.434-977-0205 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 12/6/2018 1234 Dry Dave and Logan _ 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: Not Known Upstream 14.5 14.5 City: Crozet Drainage Area: Upstream MH: 211A Street: Oldham Drive Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 211 Location Details: Block 7A Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 12 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:127 Distance Code Observation Grade 211 ill0.00 AMH Manhole/211 0.00 MWL Water Level,0%of the vertical dimension t 14.50 AEP End of Pipe/Pipe OK S 211A QSR I QMR I SPR I MPR I OPR I SPRI I MPRI I OPRI 0000 I 0000 0.0 I 0.0 0.0 I 0.0 I 0.0 I 0.0 Old Trail Storm Sewer//Page: 12 r Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES.INC. Tel.434-977-0205 Inspection report Date: Work Order: Weather• Surveyed By: Certificate Number: Pipe Segment Ref. : 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: Not Known Downstream 79.8 79.8 City: Crozet Drainage Area: Upstream MH: 9 Street: Fennel Road Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 8 Location Details: Block 7B Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:697 Distance Code Observation Grade 9 1111 0.00 AMH Manhole/9 0.00 MWL Water Level,0%of the vertical dimension I 78.10 DSF Deposits Settled Fine,5%of cross sectional area M2 • at 6 o'clock 1111 79.80 AEP End of Pipe/8 8 QSR I QMR I SPR I MPR OPR I SPRI MPRI I OPRI 0000 I 2100 I 0.0 I 2.0 2.0 I 0.0 2.0 2.0 Old Trail Storm Sewer//Page: 13 rk ,,�,;;;; Roudabush Gale &Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES.INC. Tel.434-977-0205 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length. Total Length: Length Surveyed: Not Known Downstream 150.0 75.5 City: Crozet Drainage Area: Upstream MH: 8 Street: Fennel Road Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH : 7 Location Details: Block 7B Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:1311 Distance Code Observation Grade 8 9 0.00 AMH Manhole/8 t 0.00 MWL Water Level,0%of the vertical dimension 37.70ft/100:04:5 2.90// 37.70 JSM Joint Separated Medium,0.5lnch Si , 53.00 SO2 DSF Deposits Settled Fine,5%of cross sectional area at 6 o'clock,Start 53.00ft//00:07:01.31// f: f vF. 4 d v 4 Ig. 75.40 MSA Survey Abandoned/tractor stuck 11 ' I I 75.50 F02 DSF Deposits Settled Fine, 10%of cross sectional area M2 I I from 5 o'clock to 7 o'clock,Finish 75.50ft//00:12:16.59// I I II I I 1 I I I I I I I I I I I I I I I I 150.00 End of pipe C)----- 7 QSR I QMR I SPR f MPR I OPR SPRI I MPRI f OPRI 1100 I 2400 I 1.0 I 8.0 I 9.0 1.0 I 2.0 I 1.8 Old Trail Storm Sewer//Page. 14 Roudabush Gale &Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES.INC. Tel.434-977-0205 w 1.00.../.1 4...0010044,14.[ki1WSWU'fti Section Pictures - 12/6/2018 City Street Date Pipe Segment Reference Nr. Crozet Fennel Road 12/6/2018 10 ;7. 7ft *1111S iqt""it • k. • ,00:04:52,37.70 ,00:07:01,53.00 Joint Separated Medium,0.5lnch Deposits Settled Fine,5%of cross sectional area at 6 o'clock, Start -,61f3-,1t1 `I5.5ft i ,00:12:16,75.50 Deposits Settled Fine, 10%of cross sectional area from 5 o'clock to 7 o'clock,Finish Page 15 ,. -,w,..„.. Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUBUSH,GALE&ASSOCIATES.INC Tel.434-977-0205 DA Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: Not Known Downstream 30.1 30.1 City: Crozet Drainage Area: Upstream MH: 19 Street: Fennel Road Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 8 Location Details: Block 7B Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:263 Distance Code Observation Grade 19 1111 0.00 AMH Manhole/19 0.00 MWL Water Level,0%of the vertical dimension 4 30.10 AEP End of Pipe/Pipe OK ill 8 QSR I QMR I SPR I MPR I OPR I SPRI I MPRI I OPRI 0000 0000 0.0 I 0.0 0.0 I 0.0 I 0.0 0.0 Old Trail Storm Sewer//Page: 16 r. ,1Roudabush Gale & Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES.INC. Tel.434-977-0205 ..,-.xcsowe c»Knuicn ixevsua:GaAt.,�.�s,,.r nu Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length. Total Length: Length Surveyed. Not Known Upstream 194.5 194.5 City: Crozet Drainage Area: Upstream MH: 6-5A Street: Old Trail Drive Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 6-5 Location Details: Block 7B Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info: 1:1699 Distance Code Observation Grade 4111 0.00 AMH Manhole/6-5 0.00 MWL Water Level,0%of the vertical dimension 70,00ft{//00:0I 7:51.10// 70.00 JSM Joint Separated Medium,0.5lnch Si 89.30ft//00:10:52.50// 89.30 JSM Joint Separated Medium,0.5lnch51 t I 108.70 JSM Joint Separated Medium,11nch S1 108.70ft//00.12:53.31// 194.50 AEP End of Pipe 41111 6-5A QSR 1 QMR 1 SPR 1 MPR 1 OPR 1 SPRI 1 MPRI 1 OPRI 1300 1 0000 1 3.0 1 0.0 1 3.0 1 1.0 1 0.0 1 1.0 Old Trail Storm Sewer//Page: 17 Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES.INC. Tel.434-977-0205 Section Pictures - 12/6/2018 City Street DatePipe Segment Reference Nr. Crozet Old Trail Drive 12/6/2018 1 12 12.27; 31 .12 18 n €< I I trv.. ✓✓✓Jll R '!� I ,00:07:51,70.00 ,00:10:52,89.30 Joint Separated Medium,0.5lnch Joint Separated Medium,0.5lnch —IMIENIOIIMIIFF-1111111 '' ( ) ,00:12:53, 108.70 Joint Separated Medium, 1Inch Page 18 Ir. , ,.. Roudabush Gale & Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC Tel.434-977-0205 ,,,40arWh.....10,1,04,1LUIHM 0.11.0*%MYt'906 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 12/6/2018 1234 Dry Dave and Logan 1234 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: Not Known Upstream 46.5 46.5 City: Crozet Drainage Area: Upstream MH: 6-3 Street: Old Trail Drive Media Label: Up Rim to Invert: 0.0 Location Code: Flaw Control: Downstream MH: 6-5A Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Lining Method: Owner: Additional Info 1:407 Distance Code Observation Grade 6-5A 0 0.00 AMH Manhole/6-5A 0.00 MWL Water Level,0%of the vertical dimension/0 t 46.50 AEP End of Pipe/Pipe OK 10 6-3 QSR I QMR I SPR I MPR I OPR I SPRI I MPRI I OPRI 0000 0000 0.0 I 0.0 0.0 I 0.0 I 0.0 0.0 Old Trail Storm Sewer//Page: 19