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HomeMy WebLinkAboutSUB201700140 Study � ROUDABUSH, GALE &ASSOCIATES, INC. e A PROFESSIONALCORPORATION AA LAND SURVEYING Serving Virginia Since 1956 ENGINEERING IAND PLANNING ENGINEERING DEI ARIMEN"P S SURVEY DEPARTMENT 172 SO1 i n 1 PAN'I'OPS DRI VE.STE.A - Q 14 MONTICELLO ROAD .IIMI..I\CCART.PE.. CFIARLOI'I'IiwinI VA 221)II •' j r CII\RLOTTI:SVII.I.Ii.VA22902 1VILLIANIJ.LEiDBF.T"1'ER.L.S. DO\FRANCO.P.E. PHONE(434)979-8121 ',,,�, PI IONIi(434)977-0205 11121:1N D.J:\MISON,I.S. DAVID NI,ROBINSON,P.F.. FAX(434)979-I68I !`' �:rF '�:' FAX(434)296.52211 D,1VID A.JORDAN,L.S. Y . AM\4Y N1.GEORRGE.L.A. INI O:i:ROUD:1f3USl1 C`OM KICISfOPI1ER C.WIN rats.L.S. Albemarle County Street Acceptance Submittal Contents PROJECT: OLD TRAIL- BLOCK 22 o OWNER CERTIFICATION OF COMPLETION o AS-BUILT CERTIFICATION LETTER o AS-BUILT PLAN o FINAL PLATS o IN PLACE PERMITS o VDOT OFFICAL 45 DAY PUNCH LIST o GEOTECH REPORTS -CBR -EARTHWORK -CON RETE -ASPHALT o PIPE VIDEOS o PIPE VIDEO SUMMARY Field Re ort Various 12-10-18 DFR Cp D M Report Date: 1/14/2019 I i rwocH1.6.3 s aoacwreor,iHc. 6C6C6-4 sm+wry sM.e ta=r Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/10/2018 Location: Jobsite • Category General Location Details: Coverage: Site Observation Type: Observation Frequency: N/A Weather: Snowy Air Temp.(deg.F): 30 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed • Work Completed: F&R representative onsite as requested for observation of site activities. Field Notes: Due to weather,site work cancelled. Determination: No Discrepancies recorded with respect to items inspected. Page 1 of 1 p Field Report 12-11-18 DFR a Report Date: 1/14/2019 a Various MOO-LING S RORERTSON. • INC. FnGmcrwo Sta.,Pace Mel Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/11/2018 Location: Jobsite Category: General Location Details: Coverage: Site Observation Type: Observation Frequency: Periodic Weather: Clear Air Temp.(deg.F): 30 F&R Personnel: Wise,Andrew J , Technician • Description of Work Completed Work Completed: F&R representative onsite as requested for observation of site activities. • Field Notes: Due to previous weather, no site work today. Determination: No Discrepancies recorded with respect to items inspected. • Page 1 of 1 Field Report Various 12-12-18DFR O� Report Date: 1/14/2019 O EROCNLINO b ROBERTSON.INS. Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/12/2018 Location: ' Jobsite Category: General Location Details: Coverage: Site Observation Type: Observation Frequency: Periodic Weather: Clear Air Temp.(deg.F): 30 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: F&R representative onsite as requested for observation of site activities. Field Notes: Due to previous weather, no site work on this day. Determination: No Discrepancies recorded with respect to items inspected. • Page 1 of 1 Field Report Various 12-13-18 Fill �Q_� Report Date: 1/14/2019 v� FROCNLINO 6 SON.INC. E.ntt.-Cka>a.ROBERT W_I Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/13/2018 Location: Building Pad Category: Soils/Earthwork Location Details: Building pads 38-43 Type: Observation Frequency: Periodic Weather: Cloudy Air Temp.(deg.F): 45 F&R Personnel: Crismond, James ,Technician Description of Work Completed Work Completed: Technician observed contractor begin placing a 12in lift of off-site borrow on building pads 38-43. Lift was not complete, no testing was needed today. Determination: No Discrepancies recorded with respect to items inspected. J ; Page 1 of 1 Field Report 1 7-19 DFR r&R Various Report Date: 1/14/2019 rRGENLING fi gGGCNTBCN.INC. Crozet Office Client: Project: i 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/07/2019 Location: Jobsite Category: General Location Details: Coverage: Site Observation Type: Observation Frequency: N/A Weather: Clear Air Temp.(deg.F): 42 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: F&R representative onsite as requested for observation of site activities. Field Notes: Contractor began moving soils. No structural fill placed this day. Determination: No Discrepancies recorded with respect to items inspected. ( • Page 1 of 1 f&R Fill Monitoring 1-11-19Fill MOOHLINO&ROBERTSON,INC. En„m[n�A Sea±uN Sma IB_f Crozet Office Client: Project: ( 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/11/2019 Location: Building Pad Category: Soils/Earthwork Location Details: Lots 29-34 Coverage: Fill Monitoring Type: Observation Frequency: Spot Check Weather: Clear Wind(mph): Air Temp.(deg.F): 40 Personnel: Wise,AndrewJ , Technician Description of Work Completed Please Note: The tests and/or observations below and those recorded at this project site on this date in other F&R reports represent spot checks, only at the locations noted. Fulltime observation of materials placed or of placement methods should not be inferred. Work Description: F&R representative onsite as requested to observe fill placement Fill Monitoring Summary Placement Depth/Elev. Fill Moisture Fill Material Lift Compaction Vibration Density Location Reference Condition Description Thickness Equipment Used? Tests (inches) Taken Lots 29-34 Roadway SG Moist/ Red brown sandy Silt 10-12 Sheepsfoot No Yes Elev.(ft.)-10.00 Somewhat Roller to Dry Elev.(ft.)0.00 Observations&Comments: Visual and manual methods were used to evaluate fill placement. Fill observed by F&R today at the referenced location and elevation was found satisfactory. Other Tests Performed: Nuclear density tests Determination: No Discrepancies recorded with respect to items inspected. Discrepancy Recorded?: No Please Note:Inspections, field notes, test results and recommendations herein were recorded under the weather conditions and construction activities occurring at the time of our site visit. If inclement weather and/or construction activities occur after our visit that may impact the soil and/or base stone sub grade,F&R should be notified and afforded an opportunity to revisit the site and revise our report as may be needed. • Page 1 of 2 re Soil Nuclear Gauge Client: Project: I� 1-11-19 Density Old Trail Village 71W0140 rROCMLING SROBERTSON,INC. Report Date: 1/14/2019 1005 HeatherCroft Circle Old Trail Block 22 Crozet Office Test Method:ASTM D6938 Crozet, VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Test Results • Optimum Maximum In Place In Place Probe Min/Max Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test# Of Date Proctor ID Method Classification (%) (pcf) (%) (pcf) (in) Compaction (%) • Remark 44 1/11/19 3863RC MH 28.1 95.5 21.4 96.3 6 101 95/105 45 1/11/19 3863RC MH 28.1 95.5 25.1 93.2 6 _ 98 95/105 _ 46 1/11/19 3863RC MH 28.1 95.5 26.8 93.8 6 98 95/105 _ 47 1/11/19 3863RC MH 28.1 95.5 28.6 93.2 6 98 95/105 _ 48 1/11/19 3863RC MH 28.1 95.5 29.0 93.8 _ 6 98 95/105 _ 49 1/11/19 3863RC MH 28.1 95.5 26.1 95.4 6 100 95/105 50 1/11/19 3863RC MH 28.1 95.5 26.8 93.5 6 98 95/105 51 1/11/19 3863RC MH 28.1 95.5 25.2 93.4 6 98 95/105 Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician 44 _Building Pad:Lot 29,back half -10.0 Below road grade Troxler/3430/36329/ Wise,Andrew J 45 Building Pad:Lot 34,back half 10.0 Below road grade Troxler/3430/36329/ Wise,Andrew J 46 Building Pad:Lot 30,back half 9.0 Below road grade Troxler/3430/36329/ Wise,Andrew J 47 Building Pad:Lot 30,front half 6.0 Below road grade Troxler/3430/36329/ Wise,Andrew J 48 Building Pad:Lot 29,front half 4.0 Below road grade Troxler/3430/36329/ Wise,Andrew J 49 Building Pad:Lot 29,front half _ 2.0 Below road grade Troxler/3430/36329/ • Wise,Andrew J 50 Building Pad:Lot 29,front half 1.0 Below road grade Troxler/3430/36329/ Wise,Andrew J 51 Building Pad:Lot 29,front half 0.0 Below road grade • Troxler/3430/36329/ Wise,Andrew J Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as "Backscatter".Gauge calibration data on file with the testing agency. Page 2 of 2 � Field Report Various 1-24-19 DFR (r0� Report Date: 2/16/2019 O FRCENC C 6 ROOERT9N.INC. En m;n^a ita"svY'xI1IBI Crozet Office Client: Project: , 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/24/2019 Location: Jobsite Category Soils/Earthwork Location Details: Type: Observation Frequency: Periodic Weather: Clear Air Temp.(deg.F): 30 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: F&R representative onsite as requested for observation of site activities. Field Notes: Contractor was working on final grading of lots. No testing needed this day. Determination: No Discrepancies recorded with respect to items inspected. • Page 1 of 1 �ORField Report Various 1-30-19DFR eport Date: 2/16/2019 O� EROCNLINO S ROBERTSON.INC. Crozet Office Client: Project: ' 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/30/2019 Location: Jobsite Category: General Location Details: Coverage: Site Observation Type: Observation Frequency: Weather: Clear Air Temp.(deg.F): 20 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: On site as requested for observation of site activities. Field Notes: Upon arrival, F&R was informed no testing was needed this day. Determination: No Discrepancies recorded with respect to items inspected. Page 1 of 1 6b Field Repo Various 1-31-19 DFR r?_4IK- 1' Report Date: 2/16/2019 FRCCHLINR 6 ROGERT9CN.INC. fnLUI[nny Seanyly Snr teft Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/31/2019 Location: Jo bsite Category: General Location Details: Coverage: Site Observation Weather: Clear Air Temp.(deg.F): 30 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: F&R representative onsite as requested for observation of site activities. Field Notes: No testing needed this day. Determination: No Discrepancies recorded with respect to items inspected. Page 1of1 &pRField Report Various 2-22-19 DFR eport Date: 3/6/2019 r f RCCNLINC S RORCRT9CN,INC. End ucemo Slab41,5ortdent Crozet Office Client: Project: ` 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71 W0140 Phone:434823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/22/2019 Location: Jobsite Category: General Location Details: Coverage: Site Observation Type: Observation Frequency: N/A Weather: Cloudy Air Temp.(deg.F): 45 F&R Personnel: Knicely,Shannon C ,Technician Description of Work Completed Work Completed: On site as requested for observation and testing of concrete placement. Field Notes: No contractors on site.Work cancelled while F&R was on site. Determination: No Discrepancies recorded with respect to items inspected. • Page 1 of 1 Fill Monitoring 11-30-18Fill F&R FRGCHLING 6 RGfl CFT9GN.INC. Crozet Office Client: Project: 6185 Rockfish Gap Turnpike 1, Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 11/30/2018 Location: Utility Trench Category: Soils/Earthwork Location Details: Electrical Conduit, Guildford&Astell Coverage: Fill Monitoring Type: Observation Frequency: Spot Check Weather: Sunny Wind(mph): Air Temp.(deg.F): 45 Personnel: Wise,AndrewJ , Technician Description of Work Completed Please Note: The tests and/or observations below and those recorded at this project site on this date in other F&R reports represent spot checks, only at the locations noted.Fulltime observation of materials placed or of placement methods should not be inferred. Work Description: F&R representative onsite as requested to observe and test backfill placement. Fill Monitoring Summary • Placement Depth/Elev. Fill Moisture Fill Material Lift Compaction Vibration Density Location Reference Condition Description Thickness Equipment Used? Tests (inches) Taken Electrical Conduit, adjacent Moist/ Red/brown sandy silt 12 Trench Yes Yes Guildford&Astell subgrade Somewhat Compactor Elev.(ft.)-3.00 Dry to Elev.(ft.)-1.00 Other Tests Performed: Nuclear density tests Determination: No Discrepancies recorded with respect to items inspected. Discrepancy Recorded?: No Please Note:Inspections, field notes, test results and recommendations herein were recorded under the weather conditions and construction activities occurring at the time of our site visit. If inclement weather and/or construction activities occur after our visit that may impact the soil and/or base stone subgrade,F&R should be notified and afforded an opportunity to revisit the site and revise our report as may be needed. • Page 1 of 2 rslSoil Nuclear Gauge Client: Project: I� 11-30-18 Density Old Trail Village 71W0140 ROENLINa 6 ROBERTSON.INC. Report Date: 1/14/2019 1005 HeatherCroft Circle Old Trail Block 22 Crozet Office Test Method:ASTM D6938 Crozet,VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 r Fax:434-823-4764 Test Results Optimum Maximum In Place In Place Probe Min/Max Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test# Of Date _ Proctor ID Method Classification _ (%) (pcf) (%) (pcf) (in) Compaction (%) Remark 38 11/30/18 3876RC ML 20.0 105.3 19.4 100.6 8 96 95/105 39 11/30/18 3863RC MN 28.1 95.5 _ 23.6 93.7 8 98 95/105 _ 40 11/30/18 3863RC MH 28.1 95.5 30.0 94.1 8 99 95/105 Test Information Gauge Test# Test Location Elevation _Reference _ Make/Model/SN/Calibrated Field Technician 38 Utility Trench-Top 2':Electrical conduit trench,guildford place 11+00 -2.0 FT below Adjacent SG Troxler/3440/20648/ Wise,Andrew J 39 .Utility Trench-Top 2': Electrical conduit trench,guildford place 13+00 -2.0 FT below Adjacent SG Troxler/3440/20648/ Wise,Andrew J 40 Utility Trench-Top 2':Electrical conduit trench,guildford place 13+00 -1.0 FT below Adjacent SG Troxler/3440/20648/ Wise,Andrew J Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as "Backscatter".Gauge calibration data on file with the testing agency. Page 2 of 2 Field Report Various 12-5-18DFR rQ1K_ M Report Date: 1/14/2019 t7� rROCNLINO S RooCRr31,1 N.INC. fe,oncefirq sm>an urns taet Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/05/2018 Location: Jobsite Category: Soils/Earthwork Location Details: Weather: Snowy Air Temp.(deg.F): 35 F&R Personnel: Khaterzai, Reshad Description of Work Completed Work Completed: Site Visit Field Notes: As requested an F&R technician visited the site to observe and test fill placement. Due to weather, contractor was not placing fill on this day. No other inspections needed this day. Determination: No Discrepancies recorded with respect to items inspected. .=_ 1 - A / / - - - - - - - --- • Page 1of1 Field Report Various 12-14-18 Fill &� Report Date: 1/14/2019 FROCNIING fi ROCCRTSON.INC. fnGm[nr051a>ary Slnt IBPf Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71W0140 - Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/14/2018 Location: Building Pad Category: Soils/Earthwork Location Details: Building pads 38-43 Type: Observation Frequency: Periodic Weather: Cloudy Air Temp.(deg.F): 42 F&R Personnel: Crismond, James , Technician Description of Work Completed Work Completed: Technician observed and evaluated fill placed on referenced lots. Tests Performed: Visual, proofroll Field Notes: Observed contractor use off-site material as fill over referenced lots. Fill was placed in 10-12in loose lifts and compacted with large riding compaction equipment. Construction traffic over the area was observed during placement along with proofrolls. Approximately 2ft of fill was placed on this day. Visual and manual methods were used to evaluate fill placement. Fill observed by F&R today at the referenced location was found satisfactory. Determination: No Discrepancies recorded with respect to items inspected. Page 1 of 1 r(8R Field Report Report Date:21/14/2019 Various -18 Fill FROCHLING fi ROOERTEON.INC. En.m<n*q Rata,Since MI Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/19/2018 Location: Building Pad Category: Soils/Earthwork Location Details: Building pads 38-43 Type: Observation Frequency: Periodic Weather: Cloudy Air Temp.(deg.F): 47 F&R Personnel: Crismond, James ,Technician Description of Work Completed Work Completed: Technician observed contractor place off-site material as fill on referenced lots. Field Notes: Observed contractor use off-site material as fill over referenced lots. Fill was placed in 10-12in loose lifts and compacted with large riding compaction equipment.Construction traffic over the area was observed during placement along with proofrolls. Approximately 1ft of fill was placed on this day. Visual and manual methods were used to evaluate fill placement. Fill observed by F&R today at the referenced location was found satisfactory Determination: No Discrepancies recorded with respect to items inspected. I � • Page 1 of 2 Field Report Various 12-19-18 DFR � i' Report Date: 1/14/2019 v� Cr/OENLI1N6 fi ROCCRT9CN.INC. fn4i,ceOra Sml elv Sera Int Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/19/2018 Location: Jobsite Category: Soils/Earthwork Location Details: Coverage: Sample Retrieval Type: Observation Frequency: Periodic Weather: Clear Air Temp.(deg.F): 50 F&R Personnel: Crismond, James ,Technician Description of Work Completed Work Completed: Technician obtained samples of soil for CBR testing. Determination: No Discrepancies recorded with respect to items inspected. • • Page 2 of 2 f&R Fill Monitoring 1-10-19Fill FROCNLINO E.ROOCRTHON.INC. £nw ncenoe Sta>aiv Sine tfe Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/10/2019 Location: Building Pad Category: Soils/Earthwork Location Details: Back half of lots 29-34 Coverage: Fill Monitoring Type: Observation Frequency: Spot Check Weather: Clear Wind(mph): Air Temp.(deg.F): 30 Personnel: Wise,Andrew J , Technician Description of Work Completed Please Note:The tests and/or observations below and those recorded at this project site on this date in other F&R reports represent spot checks, only at the locations noted.Fulltime observation of materials placed or of placement methods should not be inferred. Work Description: F&R representative onsite as requested to observe fill placement Fill Monitoring Summary Placement Depth/Elev. Fill Moisture Fill Material Lift Compaction Vibration Density Location Reference Condition Description Thickness Equipment Used? Tests (inches) Taken • Back half of lots Roadway SG Moist/ Red brown sandy silt 8 Sheepsfoot Yes No 29-34 Somewhat Roller Elev.(ft.)-12.00 Dry to Elev.(ft.)-11.00 Observations&Comments: Visual and manual methods were used to evaluate fill placement. Fill observed by F&R today at the referenced location and elevation was found satisfactory. Determination: No Discrepancies recorded with respect to items inspected. Discrepancy Recorded?: No Please Note:Inspections, field notes, test results and recommendations herein were recorded under the weather conditions and construction activities occurring at the time of our site visit. If inclement weather and/or construction activities occur after our visit that may impact the soil and/or base stone sub grade,F&R should be notified and afforded an opportunity to revisit the site and revise our report as maybe needed. Page 1 of 1 Field Report 1-25-19 Underdrains rsiR Field Report Report Date: 2/16/2019 Various FROCNLINO S GOCCRTSON.INC. £nGa1STMA Sta>M Y Sin.°MEI Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/25/2019 Location: Site-Curb&Gutter Category: Soils/Earthwork Location Details: Coverage: Subgrade Observation Type: Observation Frequency: N/A Weather: Clear Air Temp.(deg.F): 30 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: F&R representative onsite as requested to document under drain installation locations. Field Notes: Underdrains observed at least 4 inches deep along all of Guildford, Gstell,and Hedworth on both sides. Shallow underdrains were observed along Avondale,to be deepened before the addition of curb. Determination: No Discrepancies recorded with respect to items inspected. 1 ' • • Page 1 of 1 (&R Concrete Placement • 1-8-19 Concrete FROEHLINO 6 ROBERTSON.INC. Enn;M-a Rate,.re Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/08/2019 Location: Site-Curb&Gutter Category Concrete • Location Details: Guildford and Astell intersection, south side, both C&G radii Coverage: Concrete Placement Type: Observation Frequency: Periodic Weather: Clear Wind(mph): Air Temp.(deg.F): 50 Personnel: Wise,Andrew J , Technician Description of Work Completed Work Performed: F&R representative onsite as requested to observe concrete placement. Tests Performed: Slump,air,temperature, and cylinders Field Notes: Concrete was properly protected from cold weather after finishing. Cubic Yards Placed: 9.00 Concrete Summary Prepared: Yes Determination: No Discrepancies recorded with Discrepancy Recorded?: No respect to items inspected. • • Page 1 of 2 • o Concrete Placement Client: Project: I Summary Old Trail Village 71W0140 FAOETILI,o s a_ERTS-_N- 1005 HeatherCroft Circle Old Trail Block 22 1-8-19 CONC Crozet Office Report Date: 1/14/2019 Crozet, VA 22932 Golf Drive • 6185 Rockfish Gap Turnpike . Crozet, VA 22932 Crozet,VA 22932 Phone:434-8235154 I Fax:434-823-4764 Placement Date: 1/8/2019 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Wise,Andrew J Weather: Location Details: Guildford and Astell intersection, Mix Design: BC303B Specified Strength(psi): 3000 south side,both C&G radii Contractor: AG Dillard Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set - •Ticket# Vol(yd') Times Time(min) Consistency (%) (Ib/ft') Temp(F) (F) Admixtures Cast Specimen Size Type 189570 1 306 9/9 Batched:09:10 EST 80 Slump:4-1/4 in. Result:5.8 62 50 None 5 4"X 8" CC 10921212 Arrived:10:00 EST Empty:10:30 EST • • • Page 2 of 2 1 • Field Report Various 1-9-19Concrete r Report Date: 1/14/2019 f ROCHLINO S.ROCCRTSON.INC. Encmcem ScabUry now MI Crozet Office Client: Project: r 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/09/2019 Location: Site-Curb&Gutter Category: Concrete Location Details: Lots 38-41 Coverage: Post Pour Observation Type: Observation Frequency: Periodic Weather: Clear Air Temp.(deg.F): 42 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: F&R representative onsite as requested Field Notes: Concrete was poured before technician arrived onsite. Correct mix was used and proper coverage was provided to protect from overnight cold weather. Determination: No Discrepancies recorded with respect to items inspected. Page 1 of 1 Field Re ort Various 2-1-19 DFR rp D I' Report Date: 2/16/2019 ar fROCNLINO S ROOCRTOON.INC. • En.n.E+Aka`HY Str<l9_f Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71 W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/01/2019 Location: Jobsite Category: Concrete Location Details: Type: Observation Frequency: Weather: Cloudy Air Temp.(deg.F): 23 F&R Personnel: Wise,Andrew J , Technician Description of Work Completed Work Completed: F&R representative onsite as requested for observation and testing of site activities. Field Notes: F&R was on site to observe and test concrete placement. Due to below freezing subgrade temperatures,concrete placement was cancelled. Determination: No Discrepancies recorded with respect to items inspected. i Page 1 of 1 Dail Field Re ort Activities For: Knicely,Shannon C Report Date:2/5/2019 (oR y p Activity Date:2/5/2019 1 a Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Summary No.of Activities Concrete Placement 1 Activity Details Activity Date:02/05/2019 Location:Site-Curb&Gutter Location Details: Hedworth st. 11+00 to 12+00 by lot 19 Technician:Knicely, Shannon C Work Completed:On site as requested for observation and testing of concrete placement Tests Performed:Air, slump,temp., cast cylinders Determination: No Discrepancies recorded with respect to items inspected. Concrete/Grout/Mortar Samples _ J Concrete/Grout/Mortar Placements Sample Type Placement Location Location Details Count Specimens Cast Cylinder Site- Curb&Gutter Hedworth st. 11+00 to 12+00 1 5 by lot 19 Specimens in the Field Placement Location Location Details Specimen Size Specimens Site-Curb &Gutter Hedworth st. 11+00 to 12+00 by lot 19 4"X 8" 5 • This report and any attached sheet(s)constitute a summary of observations and tests performed by F&R's engineering technician. Page 1 of 1 The statements made herein do not constitute a certification. Approval of data for final report can only be made by F&R's engineers and cannot be conveyed on this form. Interpretations based on this data are the responsibility of others. Site activities identified as "Hazard Hunt"are internal procedural requirements of F&R personnel to promote both quality and safety. Concrete Sample Pickup CPU ASTM C31 2-61 � � Report Date: 2/16/2019 O FROCNLING fi 14013ERT00N.INC. En.n.r.-45a+NY Sur<t8°t Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/06/2019 Location: Jobsite Category: Concrete Location Details: Jobsite Coverage: Sample Pickup Type: Sample Retrieval (Only) Frequency: Periodic Weather: Cloudy Air Temperature(deg.F): 55 Personnel: Knicely, Shannon C , Technician Description of Work Completed Work Performed: Cylinder retrieval Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp.Recorded: No Determination: No Discrepancies recorded with respect to items inspected. Page 1 of 1 F&R Concrete Placement 2-7-19 Concrete CRCCHLING 5 ROCCRT9CN.INC. FI1.T.fIr'a SION.Skri 18±, Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71W0140 - Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/07/2019 Location: Jobsite Category: Concrete Location Details: jobsite Coverage: Concrete Placement Type: Observation Frequency: Weather: cloudy Wind(mph): AirTemp.(deg.F): 55 Personnel: Weeks, Steven , Description of Work Completed Work Performed: On site as requested for observation and testing of concrete placement. Tests Performed: N/A Field Notes: Upon arrival,contractor cancelled placement. Cubic Yards Placed: 0.00 Concrete Summary Prepared: No Determination: No Discrepancies recorded with respect to items inspected. • Page 1 of 1 po Concrete Placement Client: Project: I Summary March Mountain Properties 71W0140 `Ro`NL'NG 6 RooERTSON, O. 2-8-19 CONC 1005 Heathercroft Circle Old Trail Block 22 Crozet Office Report Date:2/16/2019 Crozet,VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 2/8/2019 Placement Location: Site-Curb&Gutter Placement-Method: Chute Technician: Knicely,Shannon C Weather: Cloudy Location Details: Hedworth st.:11+00 to 12+00 by Mix Design: BC303B Specified Strength(psi): 3000 pocket park, 12+00 to 13+00 by lot 19 Contractor: A G Dillard Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (Ib/ft') Temp(F) (F) Admixtures Cast Specimen Size Type 193350 5 326 9/9 Batched:09:05 EST 93 Slump:4 in. Result:6.6 73 55 None 5 4"X 8" CC 10921520 Arrived:09:42 EST Empty:10:38 EST Page 1 of 1 1$,R Dail Field Re ort Activities For: Knicely,Shannon C Report Date:2/8/2019 y p Activity Date:2/8/2019 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Summary No.of Activities Concrete Placement 1 Activity Details Activity Date:02/08/2019 Location:Site-Curb&Gutter Location Details: Hemsworth st.: 11+00 to 12+00 by pocket park, 12+00 to 13+00 by lot 19 Technician: Knicely, Shannon C Work Completed:On site as requested for observation and testing of concrete placement. Tests Performed:Air,slump,temp.,cast cylinders Determination: No Discrepancies recorded with respect to items inspected. Concrete/Grout/Mortar Samples Concrete/Grout/Mortar Placements Sample Type Placement Location Location Details Count Specimens • Cast Cylinder Site- Curb&Gutter Hemsworth st.: 11+00 to 1 5 12+00 by pocket park, 12+00 to 13+00 by lot 19 Specimens in the Field Placement Location Location Details Specimen Size Specimens Site- Curb&Gutter Hemsworth st.: 11+00 to 12+00 by pocket 4"X 8" 5 park, 12+00 to 13+00 by lot 19 This report and any attached sheet(s)constitute a summary of observations and tests performed by F&R's engineering technician. Page 1 of 1 The statements made herein do not constitute a certification. Approval of data for final report can only be made by F&R's engineers and cannot be conveyed on this form. Interpretations based on this data are the responsibility of others. Site activities identified as "Hazard Hunt"are intemal procedural requirements of F&R personnel to promote both quality and safety. Concrete Sample Pickup ASTM C31 2-11-19CPU �OD Report Date: 2/16/2019 O9r FROM-MING 6 ROBERTSON.INC. En:m.tr-q S10W1 Evra'N±f Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71 W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/11/2019 Location: Jobsite Category: Concrete Location Details: Jobsite Coverage: Sample Pickup Type: Sample Retrieval (Only) Frequency: Periodic Weather: Rain Air Temperature(deg.F): 34 Personnel: Sanders, II George A , Technician Description of Work Completed Work Performed: F&R representative on site as requested for concrete sample retrieval Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp.Recorded: No Determination: No Discrepancies recorded with respect to items inspected. Page 1 of 1 Field Report2-13-19 DFR r&K Various Report Date: 2/16/2019 FROCHLING 6 ROBERTSON.INC. fnGN.FI'G SIC>J1.Y Svre I,Nf Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71 W0140 • -. Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/13/2019 Location: Site-Curb&Gutter Category: Concrete Location Details: Type: Observation Frequency: Periodic Weather: Sunny Air Temp.(deg.F): 35 F&R Personnel: Knicely, Shannon C , Technician Description of Work Completed ,Work Completed: On site as requested for observation and testing of concrete placement Field Notes: On site as requested for observation and testing of concrete placement. After several delays, concrete placement was cancelled by contractor while F&R technician was on site. Determination: No Discrepancies recorded with respect to items inspected. • • Page 1 of 1 r8Dail Field Re Olt Activities For: Knicely,Shannon C Report Date:2/13/2019 oo`R y p Activity Date:2/13/2019 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 • Activity Summary No.of Activities Generic Form 1 Activity Details Activity Date:02/13/2019 Location: Site-Curb&Gutter Technician:Knicely, Shannon C Work Completed:On site as requested for observation and testing of concrete placement Field Notes: On site as requested for observation and testing of concrete placement. After several delays, concrete placement was cancelled by contractor while F&R technician was on site. Determination: No Discrepancies recorded with respect to items inspected. This report and any attached sheet(s)constitute a summary of observations and tests performed by F&R's engineering technician. Page 1 of 1 The statements made herein do not constitute a certification. Approval of data for final report can only be made by F&R's engineers and cannot be conveyed on this form. Interpretations based on this data are the responsibility of others. Site activities identified as "Hazard Hunt"are internal procedural requirements of F&R personnel to promote both quality and safety. Concrete Placement Client: Project: re; Summary March Mountain Properties 71W0140 FROENLI,.G s RoeERTSON.MO. 1005 Heathercroft Circle Old Trail Block 22 twecrepSmoday.“us= 2-14-19 CONC Crozet Office Report Date:2/16/2019 Crozet,VA 22932 Golf Drive 6185 Rockfish Gap Turnpike _ Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 i Fax:434-823-4764 Placement Date: 2/14/2019 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Weeks,Steven Weather: Location Details: Avondale lots 19-21,Sta 13+00 to Mix Design: BC303B Specified Strength(psi): 3000 14+00 Contractor: A.G.DILLARD Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (Ib/ft') Temp(F) (F) Admixtures Cast Specimen Size Type 193910 6 305 9/9 Batched:08:24 EST .133 Slump:3-3/4 in. Result:6.2 64 None 5 4"X 8" CC 10147494 Arrived:09 38 EST Empty:10:37 EST • • Page 1 of 1 p Concrete Placement Client: Project: re; Concrete March Mountain Properties 71W0140 marHuras a ROBERTS__S. 1005 Heathercroft Circle Old Trail Block 22 EmamOraslnswa MI 2-14-19 CONC Crozet Office Report Date:2/16/2019 Crozet,VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 2/14/2019 'Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Weeks,Steven Weather: Location Details: Avondale lots 19-21,Sta 13+00 to Mix Design: BC303B Specified Strength(psi): 3000 • 14+00 Contractor: A.G.DILLARD Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (Ib/ft') Temp(F) (F) Admixtures Cast Specimen Size Type 193910 6 305 9/9 Batched:08:24 EST 133 Slump:3-3/4 in. Result:6.2 64 None 5 4"X 8" CC 10147494 Arrived:09:38 EST Empty:10:37 EST Page 1 of 1 �o Concrete Placement Client: Project: �`� Summary - March Mountain Properties 71W0140 OENLING s ROBERTSON''- 2-15-19 CONC 1005 Heathercroft Circle Old Trail Block 22 Fnvvener.S.,,Se a Mt Crozet Office Report Date:2/16/2019 Crozet,VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 2/15/2019 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Knicely,Shannon C Weather: Sunny Location Details: From Hedworth at 12+00 to Mix Design: BC303B Specified Strength(psi): 3000 Avondale at 11+50 by pocket park Contractor: A G Dillard Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (lb/ft') Temp(F) (F) Admixtures Cast Specimen Size Type 194073 7 306 10/10 Batched:09:01 EST 119 Slump:4-1/2 in. Result:6.3 68 50 None 5 4"X 8" CC 11107279 Arrived:09:59 EST Empty:11:00 EST • Page 1 of 1 • Concrete Placement Client: Project: I Summary March Mountain Properties 71W0140 FROLIILING—BERTSON•INC. 1005 Heathercroft Circle Old Trail Block 22 En,,tt>,.,«mdy,e:.u= 2-5-19 CONC Crozet Office Report Date:2/16/2019 Crozet,VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 Fax:434-823-4764 Placement Date: 2/5/2019 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Knicely,Shannon C Weather: Sunny Location Details: Hedworth st.11+00 to 12+00 by lot Mix Design: BC303B •Specified Strength(psi): 3000 19 Contractor: A G Dillard Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (lb/ft') Temp(F) (F) Admixtures Cast Specimen Size Type 192664 4 368 10/10 Batched:08:17 EST 103 Slump:4 in. Result:5.9 62 45 None 5 4"X 8" CC 10921487 Arrived:08:55 EST Empty:10:00 EST • • • • • Page 1 of 1 Concrete Comnressive Stren th Test Method:ASTM C 39 CTR No 5-1 pp`R M g Report Date:2/16/2019 o Sample: 193350 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 5 Technician: Knicely,Shannon C Batched: 09:05 EST Specimen Size: 4"X 8" Cast By: Knicely,Shannon C Sampled: 09:45 EST Specimens In Set: 5 Date Cast: 02/08/19 Cast: 10:00 EST Truck/Ticket#: 326/10921520 Sampled From: Chute Truck Empty: 10:38 EST Contractor: A G Dillard Placement Method: Chute Placement Time: 93(min) Location Placement Location: Site-Curb&Gutter Location Details: Hedworth st.:11+00 to 12+00 by pocket park, 12+00 to 13+00 by lot 19 Sample Location/Notes: Hedworth st.:11+00 to 12+00 by pocket park Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 55 Concrete Temp(F): 73(ASTM C1064) Air Content: 6.6(ASTM C231) Load Volume: 9(yd3) Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days • Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 5-1 7 02/15/19 3/4 4.00 12.57 46,000 3,660 2 N Test Age Average Strengths(psi):7 Day-3660 Capping Methods • Tested By: Rodney D Miller(1) N: Unbonded Caps(ASTM C1231) /\ 'A\\ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 • 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. Concrete Com ressive Strength CTR No 4-1 • �pp p g Report Date:2/16/2019 aR Test Method:ASTM C 39 Sample:192664 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 4 Technician: Knicely,Shannon C Batched: 08:17 EST Specimen Size: 4"X 8" Cast By: Knicely,Shannon C Sampled: 09:00 EST Specimens In Set: 5 Date Cast: 02/05/19 Cast: 09:15 EST Truck/Ticket#: 368/10921487 Sampled From: Chute Truck Empty: 10:00 EST Contractor: A G Dillard Placement Method: Chute Placement Time: 103(min) Location Placement Location: Site-Curb&Gutter Location Details: Hedworth st.11+00 to 12+00 by lot 19 Sample Location/Notes: Hedworth st.11+00 to 12+00 by lot 19 Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 45 Concrete Temp(F): 62(ASTM C1064) Air Content: 5.9(ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 4-1 7 02/12/19 1/6 4.00 12.57 51,000 4,060 2 N Test Age Average Strengths(psi):7 Day-4060 Capping Methods Tested By: Rodney D Mi\ller(1) N: Unbonded Caps(ASTM C1231) ee )\11\1\ \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 • • 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. Concrete Compressive Strength CTR No 3-1 �O PReport Date:2/16/2019 3-1 O� Test Method:ASTM C 39 Sample:191556 Crozet Office Client: Project: r 16185 Rockfish Gap Turnpike March Mountain Properties 71 W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 3 Technician: Wise,Andrew J Batched: 08:38 EST Specimen Size: 4"X 8" Cast By: Wise,Andrew J Sampled: 09:30 EST Specimens In Set: 5 Date Cast: 01/23/19 Cast: 09:45 EST Truck/Ticket#: 352/10146967 Sampled From: Chute Truck Empty: 10:05 EST Contractor: AG Dillard Placement Method: Chute Placement Time: 87(min) Location Placement Location: Site-Curb&Gutter Location Details: Intersection of guildford and Hedworth,north side curb Sample Location/Notes: Curb on north side of guildford x Hedworth Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) Plant: 01 Air: 4.5-6.5(%) On-Site Admixtures: None Field Measurements Weather: Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 43 Concrete Temp(F): 59(ASTM C1064) Air Content: 5.2(ASTM C231) Load Volume: 9(yd3) Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) _ (psi) Type Remark Method 3-1 7 01/30/19 1/6 4.00 12.57 46,500 3,700 2 N Test Age Average Strengths(psi):7 Day-3700 Capping Methods Tested By: Rodney D Miller(1) N: Unbonded Caps(ASTM C1231) X \ r / \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 • 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. ��R Concrete Compressive Strength Test Method:ASTM C 39 CTR No 1 p pReport Date:2/16/2019 Sample: 189570 • r Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 1 Technician: Wise,Andrew J Batched: 09:10 EST Specimen Size: 4"X 8" Cast By: Wise,Andrew J Sampled: 10:00 EST Specimens In Set: 5 Date Cast: 01/08/19 Cast: 10:15 EST Truck/Ticket#: 306/10921212 Sampled From: Chute Truck Empty: , 10:30 EST Contractor: AG Dillard Placement Method: Chute Placement Time: 80(min) Location Placement Location: Site-Curb&Gutter Location Details: Guildford and Astell intersection,south side,both C&G radii Sample Location/Notes: Curb at guildford and astell • Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) Plant: 9 On-Site Admixtures: None Field Measurements Weather: Slump(in): 4-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 50 . Concrete Temp(F): 62(ASTM C1064) Air Content: 5.8(ASTM C231) Load Volume: 9(yd3) Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 1-1 7 01/15/19 1 /6 4.00 12.57 53,000 4,220 2 N 1-2 28 02/05/19 1 /27 4.00 12.57 62,500 4,970 2 P N 1-3 28 02/05/19 1 /27 4.00 12.57 66,500 5,290 2 P N 1-4 28 02/05/19 1/27 4.00 12.57 66,000 5,250 2 P N Test Age Average Strengths(psi):7 Day-4220,28 Day-5170 Capping Methods P:Compressive strength meets/exceeds design strength N: Unbonded Caps(ASTM C1231) Tested By: Rodney D Miller(1,2,3,4) . X ./\, IA \ r r \' TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. Concrete Sample Pickup 2-16-19CPU f�R ASTM C31 ~ Report Date: 2/16/2019 nROCNLINo 6 ROD SON.INC. Fnv�^^a SMa18?I Crozet Office Client: Project: i 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 711/V0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/16/2019 Location: Jobsite Category: Concrete Location Details: jobsite Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Weather: Cloudy Air Temperature(deg.F): 41 Personnel: Steff, Ronald C , Technician Description of Work Completed Work Performed: On site as requested for sample retrieval Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Protected Min/Max Temp.Recorded: No Determination: No Discrepancies recorded with respect to items inspected. Page 1 of 1 • Concrete Placement Client: Project: f&R Summary March Mountain Properties 71W0140 OLNLINc 6 RpBERTSON.INC. 2-19-19 CONC 1005 Heathercroft Circle Old Trail Block 22 Ert.leCrI,S.ArySirte MICrozet Office Report Date:3/6/2019 Crozet, VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Placement Date: 2/19/2019 Placement Location: Site-Curb&Gutter ' Placement Method: Chute Technician: Knicely,Shannon C Weather: Sunny Location Details: Avondale at Sta 10+75 to Astel at Mix Design: BC303B Specified Strength(psi): 3000 Sta 10+50,by lot 38 Contractor: A G Dillard Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (Ib/f') Temp(F) (F) Admixtures Cast Specimen Size Type 194569 8 370 10/10 Batched:09:05 EST 120 Slump:4 in. Result:5.1 63 45 None 5 4"X 8" CC 11107316 Arrived:09:50 EST Empty:11:05 EST Page 1 of 1 rt Date:2/19/2019 pp SiDaily Field Report A tp Activity Date:2/19/2019 I Activities For: Knicely,Shannon C Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Summary No.of Activities Concrete Placement 1 Activity Details Activity Date:02/19/2019 Location: Site-Curb&Gutter Location Details:Avondale at 10+75 to Astel at 10+50 by lot 38 Technician:Knicely, Shannon C Work Completed: On site as requested for observation and testing of concrete placement. Tests Performed:Air,slump,temp., cast cylinders Determination: No Discrepancies recorded with respect to items inspected. Concrete/Grout/Mortar Samples Concrete/Grout/Mortar Placements Sample Type Placement Location Location Details Count Specimens Cast Cylinder Site-Curb &Gutter Avondale at 10+75 to Astel at 1 5 10+50 by lot 38 Specimens in the Field Placement Location Location Details Specimen Size Specimens Site-Curb&Gutter • Avondale at 10+75 to Astel at 10+50 by lot 4"X 8" 5 38 This report and any attached sheet(s)constitute a summary of observations and tests performed by F&R's engineering technician. Page 1 of 1 The statements made herein do not constitute a certification. Approval of data for final report can only be made by F&R's engineers and cannot be conveyed on this form. Interpretations based on this data are the responsibility of others. Site activities identified as "Hazard Hunt"are intemal procedural requirements of F&R personnel to promote both quality and safety. rConcrete Sample Pickup ASTM C31 2-21-19CPU Oar D Report Date: 3/6/2019 O FRCCNLIN9&1,109ERT90N.INC. En tntt,0 StahtVSM;e MEI Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 March Mountain Properties 71W0140 Phone:434-823-5154 1005 Heathercroft Circle Old Trail Block 22 • Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 02/21/2019 Location: Jobsite Category: Concrete Location Details: Jobsite Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency: Periodic Weather: ' Mostly sunny Air Temperature(deg.F): 54 Personnel: Butler, Shane , Technician Description of Work Completed Work Performed: The F&R representative arrived on the jobsite as requested to retrieve one set of 5 cylinders and take back to the lab for testing. Observations: Specimens laying on side.Appear to have been turned over after initial curing. Number of Sets Collected: 1 Condition of Specimens: Specimens Have Been Disturbed Initial Curing: Protected Min/Max Temp.Recorded: No Determination: N/A • Page 1 of 1 f Z DailyField Report Activities For: Knicely,Shannon C Report Date:2/22/2019 Activity Date:2/22/2019 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 W Activity Summary No.of Activities Generic Form 1 Activity Details Activity Date:02/22/2019 Location:Jobsite Technician:Knicely, Shannon C Work Completed:On site as requested for observation and testing of concrete placement. Field Notes: No contractors on site.Work cancelled while F&R was on site. Determination: No Discrepancies recorded with respect to items inspected. • • • • • This report and any attached sheet(s)constitute a summary of observations and tests performed by F&R's engineering technician. Page 1 of 1 The statements made herein do not constitute a certification. Approval of data for final report can only be made by F&R's engineers and cannot be conveyed on this form. Interpretations based on this data are the responsibility of others. Site activities identified as "Hazard Hunt"are internal procedural requirements of F&R personnel to promote both quality and safety. Concrete Placement Client: Project: ��`� Summary March Mountain Properties 71W0140 `RO`"""G E.ROBERTSON.INC. 3-5-19 CONC 1005 Heathercroft Circle Old Trail Block 22 fnlcner05tcNry56+R IW Crozet Office Report Date:3/6/2019 Crozet, VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet, VA 22932 • Crozet,VA 22932 Phone:434-823-5154 i Fax:434-823-4764 Placement Date: 3/5/2019 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Painter,Jr John C Weather: Location Details: North West end of Avondale Lane Mix Design: BC303B Specified Strength(psi): 3000 Contractor: AG Dillard Supplier: Allied Concrete Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (Ib/ft') Temp(F) (F) Admixtures Cast Specimen Size Type • 195991 10 323 9/9 Batched:11:00 EST 80 Slump:4-3/4 in. Result:4.9 r 66 r 34 r None 1 4"X 8" r CC 10921699 Arrived:11:44 EST Spec:Not Given Empty:12:20 EST -Not Given Page 1 of 1 o Concrete Placement Client: Project: I Summary March Mountain Properties 71W0140 FAOEFILI.G S.waa_sON.IN_. 1005 Heathercroft Circle Old Trail Block 22 r"„ rmakzmaySevr s, 2-26-19 CONC Crozet Office Report Date:3/6/2019 Crozet,VA 22932 Golf Drive 6185 Rockfish Gap Turnpike Crozet,VA 22932 Crozet,VA 22932 Phone:434-823-5154 j Fax:434-823-4764 Placement Date: 2/26/2019 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Steff,Ronald C Weather: Sunny Location Details: Avondale Lane Mix Design: BC303B Specified Strength(psi): 3000 East side Sta 10+70 to 11+30 West side Sta 10+60 to 12+00 North end of parking on Avondale Lane Contractor: A.G.DILLARD Supplier: Allied Concrete _ Truck# Load/Cume Placement Air Content Unit Weight Concrete Air Temp On-Site Specimens Sample Sample Set Ticket# Vol(yd') Times Time(min) Consistency (%) (Iblft') Temp(F) (F) Admixtures Cast Specimen Size Type • 195105 9 368 10/10 Batched:09:36 EST 99 Slump:5-3/4 in. Result:3.5 55 43 None 5 4"X 8" CC 10921636 Arrived:10:20 EST Empty:11:15 EST • Page 1 of 1 Concrete Com ressive Stren th CTR No 3 p p g Report Date:3/6/2019 I J% Test Method:ASTM C 39 Sample: 191556 1 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 3 Technician: Wise,Andrew J Batched: 08:38 EST Specimen Size: 4"X 8" Cast By: Wise,Andrew J Sampled: 09:30 EST Specimens In Set: 5 Date Cast: 01/23/19 Cast: 09:45 EST Truck/Ticket#: 352/10146967 Sampled From: Chute Truck Empty: 10:05 EST Contractor: AG Dillard Placement Method: Chute Placement Time: 87(min) Location Placement Location: Site-Curb&Gutter Location Details: Intersection of guildford and Hedworth,north side curb Sample Location/Notes: Curb on north side of guildford x Hedworth Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) Plant: 01 Air: 4.5-6.5(%) On-Site Admixtures: None Field Measurements Weather: Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 43 Concrete Temp(F): 59(ASTM C1064) Air Content: 5.2(ASTM C231) Load Volume: 9(yd3) Lab Test Results Testing Lab:Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 3-1 7 01/30/19 1/6 4.00 12.57 46,500 3,700 2 N 3-2 28 02/20/19 1/27 4.00 12.57 71,000 5,650 3 P N 3-3 28 02/20/19 1/27 4.00 12.57 63,000 5,010 2 P N 3-4 28 02/20/19 1/27 4.00 12.57 62,500 4,970 2 P N Test Age Average Strengths(psi):7 Day-3700,28 Day-5210 Capping Methods P:Compressive strength meets/exceeds design strength N:Unbonded Caps(ASTM C1231) Tested By:Rodney D Miller(1,2,3,4) Checked In:01/24/2019(1,2,3,4) x \ \ r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. Concrete Com ressive Stren th Report Date:3/6/2019 CTR No 6-1 p g 1�R Test Method:ASTM C 39 Sample: 193910 Crozet Office Client: Project: ( 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 6 Technician: Weeks,Steven Batched: 08:24 EST Specimen Size: 4"X 8" Cast By: Weeks,Steven Sampled: 09:41 EST Specimens In Set: 5 Date Cast: 02/14/19 Cast: 09:56 EST Truck/Ticket#: 305/10147494 Sampled From: Chute Truck Empty: 10:37 EST Contractor: A.G.DILLARD Placement Method: Chute Placement Time: 133(min) Location Placement Location: Site-Curb&Gutter Location Details: Avondale lots 19-21,Sta 13+00 to 14+00 Sample Location/Notes: Avondale lots 19-21,Sta 13+00 to 14+00 Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) Plant: Allied Concrete On-Site Admixtures: None Field Measurements Weather: Slump(in): 3-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 64(ASTM C1064) Air Content: 6.2(ASTM C231) Load Volume: 9(yd3) • Lab Test Results Testing Lab:Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 6-1 7 02/21/19 1/6 4.00 12.57 42,000 3,340 2 N Test Age Average Strengths(psi):7 Day-3340 • Capping Methods Tested By:Rodney D Miller(1) N:Unbonded Caps(ASTM C1231) Checked In:02/15/2019(1) '14 r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 • • • 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. • Concrete Com ressive Stren th CTR No 7 1 (O p g Report Date:3/6/2019 1 aR Test Method:ASTM C 39 Sample: 194073 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 7 Technician: Knicely,Shannon C Batched: 09:01 EST Specimen Size: 4"X 8" Cast By: Knicely,Shannon C Sampled: 10:00 EST Specimens In Set: 5 Date Cast: 02/15/19 Cast: 10:15 EST • Truck/Ticket#: 306/11107279 Sampled From: Chute Truck Empty: 11:00 EST Contractor: A G Dillard Placement Method: Chute Placement Time: 119(min) Location Placement Location: Site-Curb&Gutter Location Details: From Hedworth at 12+00 to Avondale at 11+50 by pocket park Sample Location/Notes: From Hedworth at 12+00 to Avondale at 11+50 by pocket park Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 4-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 50 Concrete Temp(F): 68(ASTM C1064) Air Content: 6.3(ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab:Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 7-1 7 02/22/19 1/6 4.00 12.57 45,000 3,580 2 N Test Age Average Strengths(psi):7 Day-3580 Capping Methods Tested By:Rodney D Miller(1) N:Unbonded Caps(ASTM C1231) Checked In:02/16/2019(1) x r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. Concrete Compressive Strength CTR No 8-1 �O pReport Date:3/6/2019 8-1 O' Test Method:ASTM C 39 Sample: 194569 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 8 Technician: Knicely,Shannon C Batched: 09:05 EST Specimen Size: 4"X 8" Cast By: Knicely,Shannon C Sampled: 10:00 EST Specimens In Set: 5 Date Cast: 02/19/19 Cast: 10:15 EST Truck/Ticket#: 370/11107316 Sampled From: Chute Truck Empty: 11:05 EST Contractor: A G Dillard Placement Method: Chute Placement Time: 120(min) Location Placement Location: Site-Curb&Gutter Location Details: Avondale at Sta 10+75 to Astel at Sta 10+50,by lot 38 Sample Location/Notes: Avondale at Sta 10+75 to Astel at Sta 10+50,by lot 38 Batch Log Specifications Supplier: Allied Concrete Mix Design: BC303B Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 45 Concrete Temp(F): 63(ASTM C1064) Air Content: 5.1 (ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab: Froehling&Robertson Inc.-71,6181 Rockfish Gap Turnpike,Crozet,VA,22932 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method • 8-1 7 02/26/19 2/5 4.00 12.57 58,000 4,610 2 N Test Age Average Strengths(psi):7 Day-4610 Capping Methods Tested By:Rodney D Miller(1) N:Unbonded Caps(ASTM C1231) Checked In:02/21/2019(1) /L, r r \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 2. The results provided herein relate only to the items inspected and/or tested. 3. This report shall not be reproduced,except in full,without the prior written approval of F&R. fs`R Dail Field Report Report Date:3/8/2019 Y p Activity Date:3/8/2019 Activities For: Knicely,Shannon C Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Summary No.of Activities Concrete Sample Pickup 1 Activity Details Activity Date:03/08/2019 Location:Jobsite Location Details:Jobsite Technician: Knicely, Shannon C Work Completed:Cylinder retrieval Determination: No Discrepancies recorded with respect to items inspected. 1 Concrete/Grout/Mortar Samples Specimen Activity Activity Placement Location Location Details Specimen Size Specimens Checked In Site-Curb &Gutter Avondale Lane 4"X 8" 5 East side Sta 10+70 to 11+30 West side Sta 10+60 to 12+00 North end of parking on Avondale Lane • Checked In Site-Curb &Gutter Main entrance and northwest 4"X 8" 5 corner Uganda rd. This report and any attached sheet(s)constitute a summary of observations and tests performed by F&R's engineering technician. Page 1 of 1 The statements made herein do not constitute a certification. Approval of data for final report can only be made by F&R's engineers and cannot be conveyed on this form. Interpretations based on this data are the responsibility of others. Site activities identified as "Hazard Hunt"are intemal procedural requirements of F&R personnel to promote both quality and safety. Dal' Field Re ort Activities For: Knicely,Shannon C Report Date:3/11/2019 eJ y p Activity Date:3/11/2019 14 Crozet Office Client: Project: 6185 Rockfish Gap Turnpike March Mountain Properties 71W0140 Crozet,VA 22932 1005 Heathercroft Circle Old Trail Block 22 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Summary No.of Activities Generic Form 1 Activity Details Activity Date:03/11/2019 Location:Street(s)-Residential Technician: Knicely, Shannon C Work Completed:On site as requested for site observation Field Notes:Spoke with contractor concerning future 21-A placement on roadways in preparation for paving.Contractor stated that 21 placement may begin later in the week, dependant on weather conditions and if subgrade dries out to a satisfactory degree. Determination: No Discrepancies recorded with respect to items inspected. This report and any attached sheet(s)constitute a summary of observations and tests performed by F&R's engineering technician. Page 1 of 1 The statements made herein do not constitute a certification. Approval of data for final report can only be made by F&R's engineers and cannot be conveyed on this form. Interpretations based on this data are the responsibility of others. Site activities identified as "Hazard Hunt"are internal procedural requirements of F&R personnel to promote both quality and safety. Fill Monitoring 12-20-18 Fill f&R • rROEHums 6 R00E1,3 ON.INC. Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 12/20/2018 Location: Site-Roadway Category: Soils/Earthwork Location Details: Avett and Avondale Coverage: Fill Monitoring Type: Observation Frequency: Spot Check Weather: Cloudy Wind(mph): Air Temp.(deg.F): 45 Personnel: Wise,Andrew J , Technician Description of Work Completed Please Note: The tests and/or observations below and those recorded at this project site on this date in other F&R reports represent spot checks, only at the locations noted.Fulltime observation of materials placed or of placement methods should not be inferred. Work Description: F&R representative onsite as requested to observe fill placement. Fill Monitoring Summary Placement Depth/Elev. Fill Moisture Fill Material Lift Compaction Vibration Density Location Reference Condition Description Thickness Equipment Used? Tests (inches) Taken Avettand finished grade Slightly Dry 21A stone 12 Smooth Yes No Avondale Drum Roller Elev.(ft.)-2.00 to Elev.(ft.)-1.00 Observations&Comments: Contractor began 21A stone placement on referenced roadways. Fill placed this day was evaluated with a proofroll. Stone was found to be firm and stable,with no visible pumping or rutting. Determination: No Discrepancies recorded with respect to items inspected. Discrepancy Recorded?: No Please Note:Inspections, field notes, test results and recommendations herein were recorded under the weather conditions and construction activities occurring at the time of our site visit. If inclement weather and/or construction activities occur after our visit that may impact the soil and/or base stone subgrade,F&R should be notified and afforded an opportunity to revisit the site and revise our report as may be needed. • Page 1 of 1 Field Report Various 1-2-19DFR Report Date: 1/14/2019 FRCENLINR 6 RpRERT9CN.INC. fnmm:a Sm!dM Sirtx 1,9t Crozet Office Client: Project: 6185 Rockfish Gap Turnpike Crozet,VA 22932 Old Trail Village 71 W0140 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail Block 22 Fax:434-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Date: 01/02/2019 Location: Road-Driving Lane Category: Soils/Earthwork Location Details: Guildford road station 12+90 Coverage: Sample Retrieval • Type: Sample Retrieval Frequency: ,Weather: Cloudy Air Temp.(deg.F): 48 • F&R Personnel: Whetzel, Stephen J , Technician Description of Work Completed Work Completed: CBR sample retrieval Sample Type: Other Determination: No Discrepancies recorded with respect to items inspected. • Page 1 of 1 >r. " ;G Roudabush Gale &Assoc. Inc. "-'- '` 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES.INC. Tel. 434-977-0205 PROFESS.,CORPOR0.TroN SEIM.COM,4L v1RG:NN SNCE 1956 Project Information Project Old Trail-Block 22 1/9/2019 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: Page P-1 ', =V= Roudabush Gale&Assoc. Inc. '"""OiNING 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES.INC. Tel.434-977-0205 nNO.ssmN.Cow ORATI.SEEING CENTRAL%MINA SINCE MSS Legend of Classification (Section) Project Old Trail-Block 22 1/9/2019 1: Excellent Condition Minor Defects- Failure unlikley in the foreseeable future 2: Good Condition Defects that have not begun to deteriorate- Pipe unlikely to fail for at least 20 years. 3: Fair Condition Moderate defects that will continue to deteriorate- Pipe may fail in 10-20 years. 4: Poor Condition Severe Defects that will become Grade 5 defects within the foerseeable future- Pipe will probably fail in 5-10 years 5: Immediate Attention Defects require immediate attention- Pipe has failed or will likely fail within the next 5 years or sooner. Page P-2 • r. u7"'.ti Roudabush Gale&Assoc. Inc. .ita'''"""AN vita` 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES,INC. Tel. 434-977-0205 11 MORMON.L CORVOW!ION SEWING.0,1AL AROMA SNCE 1955 Section Profile Project Old Trail-Block 22 1/9/2019 Nr. Upstream Downstream Date Street Media Label Material Total Length MH MH Length Surveyed 1 8.0 7.0 1/9/2019 Guilford Place Polyethylene 14.20 14.20 2 7.0 6.0 1/9/2019 Guilford Place Polyethylene 19.50 19.50 3 6.0 5.0 1/9/2019 Astell Street Polyethylene 64.00 64.00 4 5.0 4.0 1/9/2019 AstellStreet Polyethylene 119.60 119.60 5 4.1 4.0 1/9/2019 Avondale Lane Polyethylene 48.90 48.90 8 3.2 3.1 1/9/2019 Avondale Lane Polyethylene 153.80 153.80 9 9.0 3.1 1/9/2019 Hedworth Street Polyethylene 75.70 75.70 10 10.0 9.0 1/9/2019 Hedworth Street Polyethylene 59.50 59.50 11 11.0 10.0 1/9/2019 Hedworth Street Polyethylene 49.20 49.20 12 12.0 11.0 1/9/2019 Guilford Place Polyethylene 73.20 73.20 13 13.0 12.0 1/9/2019 Guilford Place Polyethylene 15.20 15.20 11 x Circular 15=692.80 Total Length (692.80 Length Surveyed) Nr. Upstream Downstream Date Street Media Label Material Total Length MH MH Length Surveyed 6 4.0 3.0 1/9/2019 Avondale Lane Polyethylene 166.20 166.20 7 3.1 3.0 1/9/2019 Avondale Lane Polyethylene 38.90 38.90 14 3.0 2.0 1/9/2019 Avondale Lane Polyethylene 263.60 263.60 3 x Circular 18=468.70 Total Length (468.70 Length Surveyed) Nr. Upstream Downstream Date Street Media Label Material Total Length MH MH Length Surveyed 15 2.0 1.0 1/9/2019 Avondale Lane Polyethylene 36.90 36.90 16 1.0 OUT 1/9/2019 Avondale Lane Polyethylene 39.20 39.20 2 x Circular 24=76.10 Total Length (76.10 Length Surveyed ) Total: 16= 1237.60 Total Length ( 1237.60 Length Surveyed ) • Page P-3 r, Roudabush Gale&Assoc. Inc. 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 A RRO eSSION4 CORPORA,.SEav NG CENT.1 NxfilNN SINCE.. Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 1/9/2019 1234 Dry Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length : Length Surveyed: No Pre-Cleaning Upstream 14.2 14.2 City: Old Trail Drainage Area: Upstream MH: 8.0 Street: Guilford Place Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 7.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 • Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: • 1:125 Distance Code Observation Grade 7.0 E'*C' 0.00 AMH Manhole/7.0 ..w: .1. 0.00 MWL Water Level,0%of the vertical dimension • 0.00 501 DSF Deposits Settled Fine,5%of cross sectional area at 6 o'clock,Start 1 • 2 ili if 14.20 F01 DSF Deposits Settled Fine,5%of cross sectional area M2 at 6 o'clock,Finish 14.20 AEP End of Pipe 8.0 �_ QSR QMR SPR i MPR r OPR SPRI MPRI OPRI _ 0000 2300 0.0 6.0 6.0 0.0 2.0 2.0 Old Trail-Block 22//Page:1 Roudabush Gale&Assoc. Inc. .." '"""'° 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 A PROFESS .CORM...,SE..MORA.NRGWN SIME 1956 Inspection report . Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: ' Pipe Joint Length: Total Length : Length Surveyed: No Pre-Cleaning Downstream 19.5 19.5 City: Old Trail Drainage Area: Upstream MH : 7.0 Street: Guilford Place Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 6.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:171 Distance Code Observation Grade 7.0 • 0.00 MWL Water Level,0%of the vertical dimension z . 0.00 AMH Manhole/7.0 • 8.90 SO1 DSF Deposits Settled Fine,5%of cross sectional area :3 at 6 o'clock,Start " • +S 19.50 F01 DSF Deposits Settled Fine,5%of cross sectional area 0 at 6 o'clock,Finish - 6.0 QSR QMR SPR MPR OPR SPRI MPRI OPRI Old Trail-Block 22//Page:2 • Roudabush Gale&Assoc. Inc. ".4.01. 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 VRGiE55.ON4 LTV0.1GN SEW.C_..MGM,.ANC'e 1956 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length : Length Surveyed: No Pre-Cleaning Upstream 64.0 64.0 City: Old Trail Drainage Area: Upstream MH: 6.0 Street: Astell Street Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: • Downstream MH: 5.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: • Additional Info: 1:559 Distance Code Observation Grade 5.0 0.00 MWL Water Level,0%of the vertical dimension 0.00 AMH Manhole/5.0 • `.i Yd S.' t k 64.00 AEP End of Pipe 6.0 QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 D000 0.0 0.0 0.0 0.0 0.0 0.0 Old Trail-Block 22//Page:3 r. 1 Roudabush Gale&Assoc. Inc. `""""N""` 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel. 434-977-0205 A PrOiS.0.1U'Im01..110N SERVNG CHIRAL naC NSNCE 1956 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed : No Pre-Cleaning Upstream 119.6 119.6 City: OldTrail Drainage Area: Upstream MH: 5.0 Street: AstellStreet Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 4.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:1045 Distance Code Observation Grade 4.0 0.00 MWL Water Level,0%of the vertical dimension 0.00 DSF Deposits Settled Fine,5%of cross sectional area M2 at 6 o'clock 0.00 AMH Manhole/4.0 • ?3i • • tj 119.60 AEP End of Pipe 5.0 QSR QMR SPR MPR OPR SPRI MPRI T OPRI 0000 2100 0.0 2.0 • 2.0 • 0.0 2.0 2.0 Old Trail-Block 22 I/Page:4 r.� 1= Roudabush Gale&Assoc. Inc. `�""'""'ten` 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES.INC. Tel.434-977-0205 'ROL mare.Cocroa..MON SEW.,CENTRAL 5uCE,356 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length : Length Surveyed: No Pre-Cleaning Upstream 48.9 48.9 City: Old Trail Drainage Area: Upstream MH: 4.1 Street: Avondale Lane Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 4.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:428 Distance Code Observation Grade 4.0 sr` 0.00 • AMH Manhole/4.0 • 0.00 MWL Water Level,0%of the vertical dimension • 3nK 48.90 AEP End of Pipe Ir 4.1 QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0.0 0.0 0.0 0.0 0.0 0.0 Old Trail-Block 22//Page:5 • r,. W; Roudabush Gale&Assoc. Inc. 11"" '" 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel. 434-977-0205 A PRO FESV ON,mePOROMON SEW..CEM W M1 SINCE 956 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 1/9/2019 1234 Dry Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Downstream 166.2 166.2 City: Old Trail Drainage Area: Upstream MH: 4.0 Street: Avondale Lane Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 3.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe.shape: Circular Sewer Use: Stormwater Pipe size: 18 Sewer Category: SEC - Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:1452 Distance Code Observation Grade 4.0 0.00 MWL Water Level,0%of the vertical dimension 0.00 AMH Manhole/4.0 1tf 166.20 AEP End of Pipe 3.0 QSR QMR SPR ! MPR OPR SPRI MPRI T OPRI 0000 0000 0.0 0.0 0.0 . 0.0 0.0 0.0 Old Trail-Block 22//Page:6 = Roudabush Gale&Assoc. Inc. "N""""TNG 914 Monticello Road, Charlottesville, VA _ ROUDABUSH.GALE&ASSOCIATES.INC. Tel. 434-977-0205 PNO'.55.1.L CORPORATION SEW..CEM01.,5561510 SINCE 056 Inspection report • Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: Not Known Downstream 38.9 38.9 City: Old Trail Drainage Area: Upstream MH: 3.1 Street: Avondale Lane Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 3.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 18 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: _ Owner: Additional Info: 1:340 Distance Code Observation Grade 3.1 0.00 MWL Water Level,0%of the vertical dimension 0.00 AMH Manhole/3.1 6�3 I �Po • • '•r 38.90 AEP End of Pipe 3.0 QSR QMR SPR MPR OPR SPRI MPRI OPRI _- 0000 0000 j 0.0 ! 0.0 0.0 0.0 0.0 i 0.0 Old Trail-Block 22//Page:7 • Roudabush Gale&Assoc. Inc. •, ""` 914 Monticello Road, Charlottesville, VA ROUDABUSH.GALE&ASSOCIATES,INC. Tel. 434-977-0205 PROGSZIONK CORPORATION,E.I.CENIP.Y NP[.INU LNCE1356 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: -\ Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Upstream 153.8 153.8 City: Old Trail Drainage Area: Upstream MH: 3.2 Street: Avondale Lane Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 3.1 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: 1:1344 Distance Code Observation Grade 3.1 0.00 MWL Water Level,0%of the vertical dimension 0.00 AMH Manhole/3.1 • • • T.' ro zf 3 153.80 AEP End of Pipe 3.2 QSR QMR SPR MPR • OPR SPRI MPRI__ OPRI 0000 • 0000 0.0 0.0 0.0 0.0 ! 0.0 0.0 Old Trail-Block 22//Page:8 nix Roudabush Gale &Assoc. Inc. •+` ...m. 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel. 434-977-0205 A.0.5gN4 COVIIRATON SERVING CEM MI.NRC.NUSNCE 19. Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length : Length Surveyed No Pre-Cleaning Upstream 75.7 75.7 City: Old Trail Drainage Area: Upstream MH: 9.0 Street: Hedworth Street Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 3.1 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater • Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:662 Distance Code Observation Grade 3.1 0.00 MWL Water Level,0%of the vertical dimension 0.00 AMH Manhole/3.1 • aY %S*7 ry 75.70 AEP End of Pipe/PIPE OK At 9.0 _ QSR QMR SPR MPR OPR ! SPRI MPRI ' OPRI 0000 0000 0.0 ! 0.0 0.0 • 0.0 0.0 0.0 Old Trail-Block 22//Page:9 r, 1,210 SLIMMING Roudabush Gale &Assoc. Inc. '"""""`""' 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel. 434-977-0205 A NOR....CORPORATION SUN.CENTRAL VIZ.,S.NCE Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid: Pre-cleaning : Direction: Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Downstream 59.5 59.5 City: Old Trail Drainage Area: Upstream MH: 10.0 Street: Hedworth Street Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 9.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:520 Distance Code Observation Grade 10.0 0.00 MWL Water Level,0%of the vertical dimension 0.00 AMH Manhole/10.0 • •.a 59.50 AEP End of Pipe 9.0 • QSR • QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0.0 0.0 0.0 1 0.0 0.0 0.0 Old Trail-Block 22//Page:10 Roudabush Gale&Assoc. Inc. •,""""""'"` 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 ROR_A..CORP..\,Oh S..CM-PALO9[.1.54".1. Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Upstream 49.2 49.2 City: Old Trail Drainage Area: Upstream MH 11.0 Street: Hedworth Street Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 10.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:430 Distance Code Observation Grade 10.0 0.00 AMH Manhole/10.0 0.00 MWL Water Level,0%of the vertical dimension • • • 49.20 AEP End of Pipe 11.0 QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 0.0 0.0 0.0 0.0 0.0 D.0 Old Trail-Block 2211 Page:11 Mu V Roudabush Gale&Assoc. Inc. ', "nes,:l ` 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 A 99 015 56 096,099169116111131469119065 CROW.5196I519 5NC51956 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Downstream 73.2 73.2 City: Old Trail Drainage Area: Upstream MH : 12.0 Street: Guilford Place Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 11.0 • Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: • Owner: Additional Info • • 1:640 Distance Code Observation Grade 12.0 411 0.00 MWL Water Level,0%of the vertical dimension ,, 0.00 AMH Manhole/12.0 1 ? t fi 63.80 DSF Deposits Settled Fine,5%of cross sectional area M2 I at 6 o'clock 73.20 AEP End of Pipe 11.0 QSR QMR ,• SPR MPR OPR I SPRI MPRI" • OPRI 0000 2100 0.0 ! 2.0 2.0 0.0 2.0 2.0 Old Trail-Block 22//Page:12 ,. 'r` 'Y Roudabush Gale&Assoc. Inc. 1+MAY 914 Monticello Road, Charlottesville, VA Tel.434-977-0205 ROUDABUSH.GALE&ASSOCIATES,INC. A PROFESSIONAL CORPORATION SE0.NNO CENTRAL WRGINA 5'NCE AR56 Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Upstream 15.2 15.2 City: Old Trail Drainage Area: Upstream MH : 13.0 Street: Guilford Place Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 12.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 15 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: • • 1:133 Distance Code Observation Grade 12.0 0.00 AMH Manhole/12.0 ^a 0.00 MWL Water Level,0%of the vertical dimension t • 15.20 AEP End of Pipe yb y: 13.0 QSR QMR SPR MPR ! OPR SPRI MPRI OPRI 0000 0000 0.0 0.0 0.0 ! 0.0 0.0 0.0 Old Trail-Block 22//Page: 13 r. Roudabush Gale&Assoc. Inc. rt.e.ucc 914 Monticello Road, Charlottesville, VA _ ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 A PROFESSION,CORPORAPON SEA.14 CENTRAL GM/.SINCE Infi Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: • 1/9/2019 1234 Dave and Logan U-0119-07030431 _ Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Upstream 263.6 263.6 City: Old Trail Drainage Area: Upstream MH: 3.0 Street: Avondale Lane Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 2.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 18 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:2303 Distance Code Observation Grade 2.0 0.00 MWL Water Level,0%of the vertical dimension • 0.00 AMH Manhole/2.0 r , • t ;5 263.60 AEP End of Pipe 3.0 • QSR QMR SPR MPR OPR SPRI MPRI OPFI 0000 0000 0.0 0.0 0.0 0.0 0.0 0.0 • Old Trail-Block 22//Page: 14 r.. N Roudabush Gale &Assoc. Inc. '4 ' ""` 914 Monticello Road, Charlottesville, VA ROUDABUSH,GALE&ASSOCIATES,INC. Tel.434-977-0205 PROEES50.CO.0R.11014 SEWING Ca.,OKAYn WI 0. Inspection report Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.: 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid : Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed : No Pre-Cleaning Downstream 36.9 36.9 City: Old Trail Drainage Area: Upstream MH: 2.0 Street: Avondale Lane Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: 1.0 Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 24 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: • 1:323 Distance Code Observation Grade 2.0 r1' 0.00 AMH Manhole/2.0 • 0.00 MWL Water Level,0%of the vertical dimension • is • • j.g 36.90 AEP End of Pipe 1.0 • _QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 0000 1 0.0 0.0 • 0.0 0.0 0.0 0.0 Old Trail-Block 22//Page: 15 ltZiginnING Roudabush Gale &Assoc. Inc. vim usx.m"x` 914 Monticello Road, Charlottesville, VA Tel.434-977-0205 ROUDABUSH,GALE&ASSOCIATES,INC. PaOEESWIN.LORPOFwnON4EMY6 CENTRAL VI4.64 SNCE 1356 Inspection report - Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref. : 1/9/2019 1234 Dave and Logan U-0119-07030431 Year laid: Pre-cleaning: Direction: Pipe Joint Length: Total Length: Length Surveyed: No Pre-Cleaning Downstream 39.2 39.2 City: Old Trail Drainage Area: Upstream MH: 1.0 Street: Avondale Lane Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: OUT Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Stormwater Pipe size: 24 Sewer Category: SEC Pipe material: Polyethylene Purpose: Pre-Acceptance-New Sewers Lining Method: Owner: Additional Info: 1:343 Distance Code Observation' Grade 1.0 0.00 AMH Manhole/1.0 0.00 MWL Water Level,0%of the vertical dimension H4 • :3 t� rj 39.20 AEP End of Pipe OUT QSR QMR r SPR MPR OPR SPRI MPRI ' OPRI 0000 • 0000 0.0 0.0 0.0 0.0 0.0 0.0 Old Trail-Block 22//Page: 16