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HomeMy WebLinkAboutSUB201400092 Study Road Plan and Comps. 2017-05-23 • Virginia Department of Transportation *', Road Inspection Report& Of/0 Land Developement South-Charlottesville Punch List 701 VDOT Way Charlottesville, Virginia 22911 t 434-531-2877 Date: May 23, 2017 Developer. March Mountain Properties, LLC. Subdivision' Old Trail Village Blocks 28 and 296 Address: 1005 Heathercroft Circle, Suite 100 County: Albemarle Crozet, Virginia 22932 Attendance- Dennis Seale;VDOT Phone: 434-977-0205 RGA Jeremy Fox RGA Cell: Dan Staples RGA Email: Fax General Notes ❑ Stabilize all reconstructed,repaired, and bare areas within the right-of-way with fertilizer, seed and mulch. ❑ _ Sweep the road of loose stones and debris prior to final inspection ❑ N/A All post larger than 4"x 4"shall be drilled with a hole configuration equivalent to VDOT standard 602.3 o N/A Mailboxes are to be 18"from the edge of pavement to the post. ❑ Mow all areas within the right-of-way ❑ N/A Grade all shoulders and ditch lines to the approved plan cross section. ❑ N/A Inlet and outlets of all culverts are to be graded and cleared of debris to provide positive drainage. All bent or damaged culverts to be repaired or replaced. ❑ NEED Permits and Quit claims of any companies with facilities in the right of way Contact the utility companies who will complete and submit forms to VDOT. Comcast 1-888-266-2278, ACSA 977-4511, Dominion Virginia Power 1-888-667-3000, Embarq 1-888-723-8010, Charlottesville Gas 970-3815, Rappahanock Electric 1-540-825-8373 0 Reviewed A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership.The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure. ❑ Update Two normal size copies of the recorded subdivision plat for this section. ❑ Need Two copies of the recorded plat and as-Built plans 8.5 inches by 11 inches. n Update Two copies of As-Built Plan for this section. Note: 45 Day Inspection Street: Ashlar Avenue AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment.Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. AS-Builts are Recuired to show existing grades,planned grades and finished grades of roadway along with drainage items and easements. 1) Backfill and Stabilize all areas seed and straw behind the sidewalk and curb and gutter. 2) Straigten all stop signs that are loose and leaning. Tops should be cut to have 16"above the top of post only. 3) Clean and Sweep the road and curb and gutter. Flush all DI throats. Curb and Gutter, Sidewalk will be re-inspected on areas of road where house construction is taking race for damage. 5) See Attached Video Report that has been reviewed with clean out needed. 6) Need Quit Claims from Utility companies in right of way. Have Dominion Power. .rip 7) Need copy of recorded plats with date, time, deed book and page numbers. 8) A final inspection will be required after clean up of Ashlar Avenue. c' Speed Limit Signs and Locate on As-built. sreet: Ashlar Avenue AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment. Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. 10) Check all stop sign for sight alighment as trees are blocking. Signs shall be seen from at least 500'. 11) Show and mark right of way line with an arrow and RJW. Street: Misc. Items ALL STREETS 1)All stop signs will need to be 30'with 16"above the top of stop sign for VDOT route markers to be placed and 7'from the bottom of stop sign to the ground for pedesrtian head clearence. 2) All speciality signs, plantings, irrigation equipment that is in the right of way will need to have a maintneance agreement with a permit to keep in place and will need to be completed after the road officially is in the state system. 3) Otheryroblems that may exist or have occurred since thie review that is not on this 45 day punch list will be added. Metal Post for State Signs will have a 7 gauge base and 10 gauge post. Wood post 4x4 can be used as well. 4)County 911 Signs are to be located to the left of the intersection on there own post. Street: Mandatory Testing Needed 1)All Subgrade Density Test and CBR Test HAVE 2)All Roller Patterns and Density Test for#21-A or B Stone. HAVE 3) All Roller Patterns and Density Test for Sm-9.5A. And BM-25.0 Have. 4)All Density test for Fills. HAVE 5)All Pipe Backfill test reports.HAVE 6)All CD and UD types and sizes will be required prior to final overlay to have a video camera inspection to check for problem GENERAL NOTES: All asphalt repairs will be milled and paved at the existing grade of planned roadway design. Any se- ction not marked during this review does not relieve the developer of the responsibility of other places that have settled or intersections that have been overlayed above the designed grade of the remaining sections of roadway that have not been disturbed for open cuts and overlayed with out being milled and paved properly. Developer will review and call if futher review of a section or spot in the field is needed from VDOT to be marked between the final inspection. Notes: All test reports for Subgrade Test. Asphalt and Stone density and roller patterns and structure backfill test f reports CHECK AND GRADE ALL AREAS AND MAKE SURE THEY WILL DRAIN PROPERLY STABILIZATION MATTING OR RIP RAP SHALL BE USED TO STABILIZE WHEN NEEDED ALL AREAS SHALL BE STABILIZED WITH GRASS GROWING BEFORE FINAL ACCEPTANCE All CBR reports for all roads with a asphalt design attached will need to be sent in as well prior to paving ""READ AND COMPLETE ALL GENERAL NOTES AS LISTED ABOVE EXCEPT FOR THE CHECKED OFF ITEMS. r.T Virginia Department of Transportation • Road Inspection Report& Land Developement South-Charlottesville Punch List 701 VDOT Way , Charlottesville, Virginia 22911 £�oir ."" 434-531-2877 • Date: May 23, 2017 Developer: March Mountain Properties, LLC Subdivision: Old Trail Village Blocks 28 and 29B Address: 1005 Heathercroft Circle, Suite 100 County: Albemarle Crozet, Virginia 22932 Attendance: Dennis Seale; VDOT Phone: 434-977-0205 RGA Jeremy Fox RGA Cell: Dan Staples RGA Email: Fax General Notes. ❑ Stabilize all reconstructed,repaired,and bare areas within the right-of-way with fertilizer,seed and mulch. ❑ _ Sweep the road of loose stones and debris prior to final inspection. ❑ N/A All post larger than 4"x 4"shall be drilled with a hole configuration equivalent to VDOT standard 602.3 ❑ N/A Mailboxes are to be 18"from the edge of pavement to the post. ❑ Mow all areas within the right-of-way ❑❑ N/A Grade all shoulders and ditch lines to the approved plan cross section. N/A Inlet and outlets of all culverts are to be graded and cleared of debris to provide positive drainage. All bent or damaged culverts to be repaired or replaced. ❑ NEED Permits and Quit claims of any companies with facilities in the right of way Contact the utility companies who will complete and submit forms to VDOT. Comcast 1-888-266-2278, ACSA 977-4511,Dominion Virginia Power 1-888-667-3000.Embarq 1-888-723-8010, Charlottesville Gas 970-3815, Rappahanock Electric 1-540-825-8373 I❑ Reviewed A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOTs maintenance program and ownership. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure. ❑ Update Two normal size copies of the recorded subdivision plat for this section. ❑ Need Two copies of the recorded plat and as-Built plans 8.5 inches by 11 inches. ❑ Update Two copies of As-Built Plan for this section. Note: 45 Day Inspection Street: Addle Hill AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment.Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. AS-Builts are Required to show existing grades, planned grades and finished grades of roadway along with drainage items and easements. 1) Backfill and Stabilize ail areas seed and straw behind the sidewalk and curb and gutter. 2) Straigten all stop signs that are loose and leaning. Tops should be cut to have 16"above the top of post only. 31 Clean and Sweep the road and curb and gutter. Flush all DI throats. Curb and Gutter, Sidewalk will be re-inspected on areas of road where house construction is taking place for damage. 5) See Attached Video Report that has been reviewed with clean out needed. 6) Need Quit Claims from Utility companies in right of way. Have Dominion Power. yor 7) Need copy of recorded plats with date, time, deed book and page numbers. B)A final inspection will be required after clean up of Addle Hill. ^1 Speed Limit Signs and Locate on As-built. street: Addle Hill AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment. Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. 10)Check all stop sign for sight alighment as trees are blocking. Signs shall be seen from at least 500'. 11) Show and mark right of way line with an arrow and R/W. Street: Misc Items ALL STREETS 1)All stop signs will need to be 30"with 16"above the top of stop sign for VDOT route markers to be placed and 7'from the bottom of stop sign to the ground for pedesrtian head clearence. 2)All speciality signs, plantings, irrigation equipment that is in the right of way will need to have a maintneance agreement with a permit to keep in place and will need to be completed after the road officially is in the state system. 3) Other problems that may exist or have occurred since thie review that is not on this 45 day punch list will be added. Metal Post for State Signs will have a 7 gauge base and 10 gauge post. Wood post 4x4 can be used as well. 4) County 911 Signs are to be located to the left of the intersection on there own post. Street: Mandatory Testing Needed 1)All Subgrade Density Test and CBR Test HAVE 2)All Roller Patterns and Density Test for#21-A or B Stone. HAVE 3)All Roller Patterns and Density Test for Sm-9.5A. And BM-25.0 Have. 4)All Density test for Fills. HAVE 5)All Pipe Backfill test reports.HAVE 6)All CD and UD types and sizes will be required prior to final overlay to have a video camera inspection to check for problem GENERAL NOTES: All asphalt repairs will be milled and raved at the existing grade of planned roadway design. Any se- ction not marked during this review does not relieve the developer of the responsibility of other places that have settled or intersections that have been overlayed above the designed grade of the remaining sections of roadway that have not been disturbed for open cuts and overlayed with out being milled and paved properly Developer will review and call if futher review of a section or spot in the field is needed from VDOT to be marked between the final inspection. Notes: All test reports for Subgrade Test. Asphalt and Stone density and roller patterns and structure backfill test 10 reports CHECK AND GRADE ALL AREAS AND MAKE SURE THEY WILL DRAIN PROPERLY STABILIZATION MATTING OR RIP RAP SHALL BE USED TO STABILIZE WHEN NEEDED ALL AREAS SHALL BE STABILIZED WITH GRASS GROWING BEFORE FINAL ACCEPTANCE All CBR reports for all roads with a asphalt design attached will need to be sent in as well prior to paving. ****READ AND COMPLETE ALL GENERAL NOTES AS LISTED ABOVE EXCEPT FOR THE CHECKED OFF ITEMS. Spy/a Virginia Department of Transportation "QM ' Road Inspection Report & Land Developement South-Charlottesville Punch List 701 VDOT Way # Charlottesville, Virginia 22911 • 434-531-2877 Date' May 23, 2017 Developer: March Mountain Properties, LLC Subdivision: Old Trail Village Blocks 28 and 296 _ Address: 1005 Heathercroft Circle, Suite 100 County Albemarle Crozet, Virginia 22932 Attendance: Dennis Seale VDOT Phone 434-977-0205 RGA Jeremy Fox RGA Cell: Dan Staples RGA Email: Fax General Notes ❑ Stabilize all reconstructed, repaired, and bare areas within the right-ol.way with fertilizer,seed and mulch. ❑ Sweep the road of loose stones and debris prior to final inspection. ❑ N/A All post larger than 4"x 4"shall be dnlled with a hole configuration equivalent to VDOT standard 602.3 o N/A Mailboxes are to be 18"from the edge of pavement to the post ❑ _ Mow all areas within the nghl-of-way ❑ N/A Grade all shoulders and ditch lines to the approved plan cross section. ❑ N/A Inlet and outlets of all culverts are to be graded and cleared of debris to provide positive drainage All bent or damaged culverts to be repaired or replaced. ❑ NEED Permits and Quit claims of any companies with facilities in the right of way Contact the utility companies who will complete and submit forms to VDOT. Comcast 1-888-266-2278. ACSA 977-4511. Dominion Virginia Power 1.8BB-667-3000, Embarq 1-888-723-8010, Charlottesville Gas 970-3815. Rappahanock Electric 1-540-825-8373 ❑ Reviewed A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure ❑ Update Two normal size copies of the recorded subdivision plat for this section. ❑ Need Two copies of the recorded plat and as-Built plans 8 5 inches by 11 inches. ❑ Update Two copies of As-Built Plan for this section. Note: 45 Day Inspection Street: Golf View Drive AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment.Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. AS-Builts are Required to show existing grades, planned grades and finished graces of roadwq along with drainage items and easements. I) Backfill and Stabilize all areas seed and straw behind the sidewalk and curb and gutter. _ 2) Straigten all stop signs that are loose and leaning.Tops should be cut to have 16"above the top of post only. :► Clean and Sweep the road and curb and gutter_ Flush all DI throats. Curb and Gutter, Sidewalk will be re-inspected on areas of road where house construction is taking place for damage. 5}See Attached Video Report that has been reviewed with clean out needed, 6) Need Quit Claims from Utility companies in right of way Have Dominion Power. 7) Need copy of recorded plats with date, time,deed book and page numbers. 8l_A final inspection will be required after clean up of Golf View Drive. ' ) Speed Limit Signs and Locate on As-built. . treet: Golf View Drive AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment. Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. 10) Check all stop sign for sight alighment as trees are blocking. Signs shall be seen from at least 500'. 11) Show and mark right of way line with an arrow and Ft/W. Street: Misc. Items ALL STREETS 1)All stop signs will need to be 30"with 16" above the top of stop sign for VDOT route markers to be placed and 7'from the bottom of stop sign to the ground for pedesrtian head clearence. 2)All speciality signs, plantings, irrigation equipment that is in the right of way will need to have a maintneance agreement with a permit to keep in place and wilt need to be completed after the road officially is in the state system. 3)Other problems that may exist or have occurred since thie review that is not on this 45 day punch list will be added. Metal Post for State Signs will have a 7 gauge base and 10 gauge post. Wood post 4x4 can be used as well. 4) County 911 Signs are to be located to the left of the intersection on there own post. Street: Mandatory Testing Needed 1)All Subgrade Density Test and CBR Test HAVE 2)All Roller Patterns and Density Test for#21-A or B Stone. HAVE 3)All Roller Patterns and Density Test for Sm-9.5A. And BM-25.0 Have. 4)All Density test far Fills. HAVE 5)All Pipe Backfill lest reports.HAVE 6)All CD and UD types and sizes will be required prior to final overlay to have a video camera inspection to check for problem GENERAL NOTES: All asphalt repairs will be milled and paved at the existing grade of planned roadway design Any se- ction not marked during this review does not relieve the developer of the responsibility of other places that have settled or intersections that have been overlayed above the designed grade of the remaining sections of roadway that have not been disturbed for open cuts and overlayed with out being milled andpaved properly Developer will review and call if futher review of a section or spot in the field is needed from VDOT to be marked between the final inspection Notes: All test reports for Subgrade Test. Asphalt and Stone density and roller patterns and structure backfill test. fill reports CHECK AND GRADE ALL AREAS AND MAKE SURE THEY WILL DRAIN PROPERLY STABILIZATION MATTING OR RIP RAP SHALL BE USED TO STABILIZE WHEN NEEDED ALL AREAS SHALL BE STABILIZED WITH GRASS GROWING BEFORE FINAL ACCEPTANCE All CBR reports for all roads with a asphalt design attached will need to be sent in as well prior to paving. ****READ AND COMPLETE ALL GENERAL NOTES AS LISTED ABOVE EXCEPT FOR THE CHECKED OFF ITEMS. Tor/°5' r t'� --c Virginia Department of Transportation 4 ` Road Inspection Report & Land Developement South-Charlottesville i. Punch List 7D1 VDOT Way ` ; ' Charlottesville, Virginia 22911 .. 4> 434-531-2877 Date May 23, 2017 Developer March Mountain Properties, LLC. Subdivision Old Trail Village Blocks 28 and 29B Address: 1005 Heathercroft Circle, Suite 100 _ County. Albemarle Crozet, Virginia 22932 Attendance. Dennis Seale; VDOT Phone: 434-977-0205 RGA Jeremy Fox RGA Cell: Dan Staples RGA Email: Fax General Notes ❑ _Stabilize all reconstructed. repaired and bare areas within the right-of-way with fertilizer.seed and mulch. ❑ Sweep the road of loose stones and debris prior to final inspection. N/A All post larger than 4"x 4"shall be drilled with a hole configuration equivalent to VDOT standard 602.3 N/A Mailboxes are to be 18"from the edge of pavement to the post ❑ Mow al/areas within the right-of-way ❑ N/A Grade all shoulders and ditch lines to the approved plan cross section. ❑ N/A Inlet and outlets of all culverts are to be graded and cleared of debris to provide positive drainage. All bent or damaged culverts to be repaired or replaced ❑ NEED Permits and Quit claims of any companies with facilities in the right of way Contact the utility companies who will complete and submit forms to VDOT. Comcast 1-888-266-2278. ACSA 977-4511, Dominion Virginia Power 1-888-667-3000. Embarq 1-888-723.8010, Charlottesville Gas 970-3815 Rappahanock Electric 1-540-825-8373 ❑ Reviewed A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOTs maintenance program and ownership The video inspection shall be conducted in accordance with VOOT's video camera inspection procedure ❑ Update Two normal size copies of the recorded subdivision plat for this section. ❑ Need Two copies of the recorded plat and as-Built plans 8.5 inches by 11 inches. ❑ Update Two copies of As-Built Plan for this section. Note: 45 Day Inspection Street: Belgrove Street AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment.Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. AS-Bunts are Required to show existing grades, ;Tanned grades and finished grades of roadway, along with drainage items and easements 1) Backfill and Stabilize all areas seed and straw behind the sidewalk and curb and gutter. 2) Straigten all stop signs that are loose and leaning.Tops should be cut to have 16"above the top of post only. " Clean and Sweep the road and curb and gutter. Flush all DI throats. Curb and Gutter, Sidewalk will be re-inspected on areas of road where house construction is taking place for damage. 5) See Attached Video Report that has been reviewed with clean out needed. 6) Need Quit Claims from Utility companies in right of way. Have Dominion Power. eF10 7) Need copy of recorded plats with date,time, deed book and page numbers. B)A final inspection will be required after clean up of Belgrove Street. Speed Limit Signs and Locate on As-built. sueet: Belgrove Street AS-BUILTS and PLATS to be reviewed for easements, road centerline, grade to see if other problems are in need of adjustment.Will be reviewed and comments provided if there are adjustments to be made. These items will be updated on punch list and resent after review for correction if needed. 10) Check all stop sign for sight alighment as trees are blocking. Signs shall be seen from at least 500'. 11) Show and mark right of way line with an arrow and RJW. Street: Misc. Items ALL STRE 1) All stop signs will need to be 30"with 16" above the top of stop sign for VDOT route markers to be placed and 7'from the bottom of stop sign to the ground for pedesrtian head clearence. 2)All speciality signs, plantings, irrigation equipment that is in the right of way will need to have a maintneance agreement with a permit to keep in place and will need to be completed after the road officially is in the state system. 3) Other problems that may exist or have occurred since thie review that is not on this 45 day punch list will be added. Metal Post for State Signs will have a 7 gauge base and 10 gauge post. Wood post 4x4 can be used as well. 4)County 911 Signs are to be located to the left of the intersection on there own post. Street: Mandatory Testing Needed 1)All Subgrade Density Test and CBR Test AVE 2)All Roller Patterns and Density Test for#21-A or B Stone. HAVE 3)All Roller Patterns and Density Test for Sm-9.5A.And BM-25.0 Have. 4)All Density test for Fills. HAVE 5)All Pipe Backfill test reports.HAVE 6)All CD and UD types and sizes will be required prior to final overlay to have a video camera inspection to check for problem GENERAL NOTES: All asphalt repairs will be milled and paved at the exist,ng grade of planned roadway design Any se- ction not marked dunng this review does not relieve the developer of the respons,blhty of other places that have settled or Intersections that have been overlayed above the designed grade of the remaining sections of roadway that have not been disturbed for open cuts and overlayed with out being milled and paved properly Developer will review and call if futher review of a section or spot in the field is needed from VDOT to be marked between the final inspection Notes: All test reports for Subgrade Test Asphalt and Stone density and roller patterns and structure backfill test, fill reports CHECK AND GRADE ALL AREAS AND MAKE SURE THEY WILL DRAIN PROPERLY STABILIZATION MATTING OR RIP RAP SHALL BE USED TO STABILIZE WHEN NEEDED ALL AREAS SHALL BE STABILIZED WITH GRASS GROWING BEFORE FINAL ACCEPTANCE All CBR reports for all roads with a asphalt design attached will need to be sent in as well prior to paving ****READ AND COMPLETE ALL GENERAL NOTES AS LISTED ABOVE EXCEPT FOR THE CHECKED OFF ITEMS. of to Old Trail Village Blocks 1B and 3C Video Report for Repair and Clean Out as Listed below. Note: All flushing of these sections of the system may possibly move material from the areas that need to be cleaned to previously cleaned areas. Flush all systems to ensure the whole system is clean. 100-13A Cut off underdrain even to structure wall. 103A-103 Flush line again as 3 sections had mud and debris covering the bottom and cut UD off flush. 105-111 • • full of mud. Flush and re-video so the joints are visual and can be inspected. 107-109 ▪ full of mud, debris and rock. Flush and re-video so that joints are visual and can be inspected. 126-128 • %: full of mud. Clean and Flush. Re-video for inspection of joints and pipe. • 140-138 tooFro Mud and Debris. Clean and Flush. Re-video for inspection of joints and pipe• 123-121 Clean and Flush as the pipe is full of trash, leaves, mud and rock. Re- video for inspection of pipe and joints. 148-134 Clean. and Flush as the pipe is full of trash, leaves, mud and rock. Re- video for inspection of pipe and joints. 154-152 • Clean and Flush as the pipe is full of trash, leaves, mud and rock. Re- video for inspection of pipe and joints. 154-156 Minor Joint issue appears to be present at bottom. This one can be repaired with VDOT approved caulk to seal area or an approved epoxy from the VDOT approved list from approved supplier after cleaning and flushing the mud and rock from pipe. Re-video after cleaning and caulking or epoxying the joint area. Joint is 95% closed, but want to make sure the flow line is sealed. 1-6-15.DFR r8,1Z w Detail Activity ReportDate: 1/12/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/06/2015 Location: Building Pad Type: Observation Location Details: Fill Block 28 Lots 5 thru 12 Category: Earthwork Weather: cold and cloudy Coverage: Fill Monitoring Temperature: 34 Technician: Vest Lee M Description of Work Completed Determination: Discrepancy Location: Block 28 Lots 5 thru 12 Description: Site had been cleared and grubbed,was saturated from weekend rain. AG Dillard used bulldozer to push off wet material. On site material being ripped and picked up by pans coming NE of Bee Grove St and N of Ashlar Avenue consisted of mixed CLAY and weathered SHALE. Off site CLAY being end dumped from tandem axle trucks. Sheepsfoot spread loose lift of 8 inches to 10 inches and compacted with multiple passes. Only one lift placed this date. Filled placement procedures and compaction efforts were found to be satisfactory. Approximate Lift Thickness -inches: 8 Compaction Equipment Used: Sheepsfoot Roller Vibration Used: No Soil Density Tests Performed: No Page 1 of 1 Detail Activity 1�-15.DFR („^ Report Date: 1/12/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/08/2015 Location: Building Pad Type: Observation Location Details: Block 28 Lots:11-15 Category: General Weather: clear Coverage: Site Observations Temperature: 20 Technician: Boxier William J Description of Work Completed Determination: Discrepancy Location: Lots 11-15 Description: F&R was onsite as scheduled to observe earthwork operations. Upon arrival the earthwork contractor was observed ripping the subgrade materials that had frozen overnight. F&R informed the contractor that frozen materials are not considered satisfactory for use as structural fill. However,the contractor elected to re-roll the frozen materials and continue to place new fills on top. One eight inch lift of structural fill was placed and compacted over a frozen subbase approximately 4' below subgrade. The frozen materials underling the new fill is considered to be a discrepancy with the project specifications. Page 1 of 1 Detail Activity1-9-15.DFR fQQ Report Date: 1/12/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&296 Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/09/2015 Location: Jobsite Type: Observation Weather: clear Category: General Temperature: 33 Coverage: Site Observations Technician: Boxier William J Description of Work Completed Determination: As Specified Description: F&R was onsite as scheduled to observe earthwork operations. However,the contractor eventually elected to cancel earthwork operations along Ashlar ave. and lots:11-15 due to frozen subgrade conditions. Page 1 of 1 (on Detail Activity Report Date:3/28/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 01/09/2015 Location: Jobsite Type: Observation Weather: clear Category: General Temperature: 33 Coverage: Site Observations Technician: Boxier,William Description of Work Completed Determination: As Specified Description: F&R was onsite as scheduled to observe earthwork operations. F&R verified that the lift placed on 1/8/15 and the underlying frozen materials were cut and removed from Lots 11-15, and firm and stable subgrades were exposed. No additional fill was placed this day. Furthermore,the contractor eventually elected to cancel the scheduled earthwork operations along Ashlar Ave. due to frozen subgrade conditions. Page 1 of 1 Detail Activity1-28-15-DFR ��p`Ip` Report Date:2/3/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax 443-823-4764 Crozet,VA 22932 Activity Activity Date: 01/28/2015 Location: Site-Roadway Type: Observation Weather: clear Category: Earthwork Temperature: 40 Coverage: Proof Roll Technician: Gardner, Shane Description of Work Completed Determination: As Specified Description: Contractor continued to remove frozen subgrades from approximately station 13+00 to 10+75. F&R evaluated subgrade prior to the placement of fill by observing a proofroll conducted with a fully loaded rock truck. Little to pumping or rutting was observed, and subgrades were considered to be firm and stable. AG Dillard placed a lift between stations 13+00 to 12+25. Placement procedures and compaction efforts were found to be satisfactory. Proofroll indicated that the new subgrades were firm and stable, and exhibited adequate bearing. Subgrade Description: Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 Detail Activity1-29-15-DFR F&� Report Date:2/3/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 01/29/2015 Location: Site-Roadway Type: Observation Location Details: Block 28, around western side of Birchin Drive. Block 29B, Hazel Grove Ln Category: Earthwork Weather: Partly Cloudy Coverage: Fill Monitoring Temperature: 33 Technician: Yeago, Jacob Description of Work Completed Determination: As Specified Description: A.G. Dillard placing(after removal of frozen)on site material in Block 28. Final 12"lift bringing elevation up to subgrade. Material dumped with pan and spread and compacted with vibrating sheepsfoot roller. Proof roll shows good compaction. Contractor also removing frozen stone for curb and gutter on Hazel Grove In. Replacing with new stone,6"lift, compacted with vibrating smooth drum roller. Placement and compaction efforts found to be satisfactory. Approximate Lift Thickness-inches: 12 Compaction Equipment Used: Smooth Drum Roller, Sheepsfoot Roller Vibration Used: Yes Soil Density Tests Performed: No Activity Activity Date: 01/29/2015 Location: Site-Roadway Type: Observation Location Details: Block 28, around western side of Birchin Category:or Earthwork Drive. Weather: Partly Cloudy Coverage: Proof Roll Temperature: 33 Technician: Yeago, Jacob Description of Work Completed Determination: As Specified Description: Proof roll Subgrade Description: Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 f8,1Z Detail Activity 2-20-15-DFR Report Date:3/3/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/20/2015 Location: Various Type: Observation Weather: clear Category: General Temperature: 34 Coverage: Site Observations Technician: Armentrout, Chris Description of Work Completed Determination: As Specified Description: On site as requested. Spoke with A.G. Dillard foreman. He said no work being performed due to inclement weathered and wet subgrade conditions. Page 1 of 1 F&R Detail Activity Report Date:3/3/015 .. afirnur,wc. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/20/2015 Location: Various Type: Observation Weather: clear Category: General Temperature: 34 Coverage: Site Observations Technician: Armentrout, Chris Description of Work Completed Determination: As Specified Description: On site as requested. Spoke with A.G. Dillard foreman. He said no work being performed due to inclement weathered and wet subgrade conditions. Page 1 of 1 2-2 FR fop Detail Activity Report Date:53132015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/25/2015 Location: Jobsite Type: Observation Weather: Clear Category: General Temperature: 30 Coverage: Site Observations Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: On site to check progress. Snow has been removed from roadways but A.G. Dillard is not placing any fill due to wet materials. Page 1 of 1 FqoDetail Activity3-2-15-DFR � Report Date:3/25/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/02/2015 Location: Jobsite Type: Observation Weather: Partly Cloudy Category: General Temperature: 38 Coverage: Site Observations Technician: Yeago, Jacob Description of Work Completed Determination: As Specified Description: On site to check progress of earth work operations. A.G. Dillard still not placing any fill because of wet conditions. Page 1 of 1 Detail Activity Report D ate:5/4/015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 04/22/2015 Location: Site-Roadway Type: Observation Location Details: Addle Hill Category: Earthwork Weather: Clear Coverage: Proof Roll Temperature: 60 Technician: Khaterzai, Reshad Description of Work Completed Subgrade Description: 21 A Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Activity Activity Date: 04/22/2015 Location: Site-Roadway Type: Observation Location Details: Ashlar Ave. Category: Earthwork Weather: Clear Coverage: Proof Roll Temperature: 60 Technician: Khaterzai, Reshad Description of Work Completed Description: Subgrade showed minor rutting on Station 10+00 to Station 10+25, Station11+50 to 11+60, Station 17+80 to Station 17+90 and Station 16+50 to Station 16+75. Subgrade Description: 21 A Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade showed minor rutting. Activity Activity Date: 04/22/2015 Location: Site-Roadway Type: Observation Location Details: Ashlar Ave. Category: General Weather: Clear Coverage: Site Observations Temperature: 60 Technician: Khaterzai, Reshad Description of Work Completed Description: 21A depth checked at Stations 11+00 and Station 15+50.The Depth was+8" Page 1 of 2 ro`IQ Detail Activity 4-22-15-DFR ` Report Date:5/4/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 04/22/2015 Location: Site-Roadway Type: Observation Location Details: Addle Hill Category: General Weather: Clear Coverage: Site Observations Temperature: 60 Technician: Khaterzai, Reshad Description of Work Completed Description: 21A depth checked at Stations 10+80 and Station 15+00. The Depth was+8" Page 2 of 2 (An Detail Activity 4-23-15-DFR f�cf( Report Date:5/4/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 04/23/2015 Location: Jobsite Type: Observation Location Details: Ashlar Roadway stations 10+00. And 17+50 21-A subbase. Category: Earthwork Weather: clear Coverage: Proof Roll Temperature: 45 Technician: Boxier,William Description of Work Completed Description: Observation of proofroll. Subgrade Description: Firm and stable base. Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 FR C&p Detail Activity Report Date:15/22/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 05/12/2015 Location: Site-Roadway Type: Observation Location Details: Roads Belgrove Street, Golf View, and Category: Earthwork Ashlar Ave. Weather: Clear Coverage: Proof Roll Temperature: 78 Technician: Armentrout, Chris Description of Work Completed Determination: As Specified Description: Observed proofroll test on all 3 streets. Subgrade Description: Very Firm and Stable. Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 f&p Detail Activity Report Date:5/22/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 05/14/2015 Location: Site-Roadway Type: Observation Location Details: Birchin Drive, Birchin Court and Bichin Lane. Category: Earthwork Weather: Clear Coverage: Proof Roll Temperature: 55 Technician: Khaterzai, Reshad Description of Work Completed Determination: As Specified Description: Undercut required on Birchin Drive west end and all the other areas subgrade was stable with no movement. Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 f81Z Detail Activity 7-22-15-DFR Report Date:8/10/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 07/22/2015 Location: Site-Roadway Type: Observation Weather: warm Category: Earthwork Temperature: 67 Coverage: Proof Roll Technician: Weeks, Steven Description of Work Completed Description: F&R observed a proofroll of the gravel subbase prior to the placement of asphalt on Belgrove Station. Subgrades were found to be firm and stable, and clear of debris. In addition, F&R spot-checked locations for stone subbase thickness which all measured to be 6 inches or greater. Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 CQ^ Detail Activity Report Date: 12/10/2014 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&296 Phone:443-823-5154 i Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 11/19/2014 Location: Site- Roadway Type: Observation Location Details: Ashlar Drive: Sta 10+00 to 16+00. Category: Earthwork Weather: cloudy Coverage: Proof Roll Temperature: 35 Technician: Boxier William J Description of Work Completed Determination: As Specified Description: Observed proofroll using a fully loaded dump truck at approximately-4.5ft below planned subgrade levels. Subgrade Description: Residual soils, firm and stable. Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 rapDetail Activity11-21-14.DFR � Report Date: 12/10/2014 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 11/21/2014 Location: Site- Roadway Type: Observation Location Details: Ashlar Ave: Sta. 11+00 to 14+00 Category: Earthwork Weather: clear Coverage: Proof Roll Temperature: 55 Technician: Gardner Shane P Description of Work Completed Determination: As Specified Description: F&R observed the placement and compaction of fill materials up to approximately-3.5ft below planned subgrade levels within Ashlar Ave. Placement procedures and compaction efforts were found to be satisfactory. Fill placed was evaluated by observing a proofroll using a fully loaded dump truck. Subgrades were found to be firm and stable, and considered ready for placement of additional fill. Subgrade Description: firm and stable Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 1 of 1 raODetail Activity12-1-14.DFR � Report Date: 12/10/2014 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 12/01/2014 Location: Utility Trench-Sanitary Sewer Type: Observation Location Details: Structure 126 to 154. Category: General Weather: clear Coverage: Site Observations Temperature: 60 Technician: Boxier William J Description of Work Completed Determination: As Specified Description: Excavations and installation of 20"hdpe storm sewer line structure 126 to 154. Subgrades were found to be firm and stable, and exhibit adequate bearing. Settling of the utility line was found to satisfactory. Page 1 of 1 rORActivity Detail 12-11-14.DFR � Report Date: 12/30/2014 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1035 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 12/11/2014 Location: Jobsite Type: Observation Location Details: Future Block 26 &6 Category: General Weather: Partly cloudy Coverage: Site Observations Temperature: 41 Technician: Yeago Jacob A • Description of Work Completed Determination: As Specified Description: A.G. Dillard is removing material from Future block 26 over to further block 6. Material is wet and being allowed to dry before compaction. Contractor not ready to place fill for Ashler Ave and Addle Hill Rd until tomorrow(12/12). Roads still need to be stripped of topsoil. Page 1 of 1 FAR Detail Activity 12-12-14.DFR Report Date: 12/30/2014 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 12/12/2014 Location: Utility Trench- Storm Sewer Type: Observation Weather: clear Category: General Temperature: 44 Coverage: Site Observations Technician: Hargis Anthony N Description of Work Completed Determination: As Specified Location: Storm Trench Description: Observed A.G.Dillard backfill soil 6"-8"lifts between structures 7&8(outside of roadway). Fill compaction performed with a vibratory trench roller. Placement procedures and compaction efforts were found to be satisfactory. in addition, F&R observed A.G. Dillard remove topsoil from Addle Hill Road between stations 12+50 to 16+00, and Hazel Grove Lane between stations 12+00 to 15+00. Page 1 of 1 (QR Detail Activity Report Date: 12130/014 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 12/15/2014 Location: Jobsite Type: Observation Location Details: Future block 7, NE of existing Category: Earthwork intersection of Golf View Dr and future Belgrove St. Coverage: Fill Monitoring Weather: Clear Technician: Yeago Jacob A Temperature: 53 Description of Work Completed Determination: As Specified Description: AG Dillard placing fill in future block 7. Material dumped with pans and spread with dozer. Elevation up to approx 2' below subgrade. Material is a little wet with some pumping with proof roll, only one lift placed. Materials are being allowed to dry and will be re-worked at a later date. Approximate Lift Thickness -inches: 10 Compaction Equipment Used: Sheepsfoot Roller Vibration Used: No Soil Density Tests Performed: No Activity Activity Date: 12/15/2014 Location: Jobsite Type: Observation Location Details: Future block 7, NE of existing Category: Earthwork intersection of Golf View Dr and future Belgrove St. Coverage: Proof Roll Weather: Clear Technician: Yeago Jacob A Temperature: 53 Description of Work Completed Determination: As Specified Description: Proof roll @ approx 2'below subgrade shows some pumping. Subgrade Description: Materials found to be wet. Contractor to allow the lift to dry and will rework at a later date. Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade showed minor rutting. Page 1 of 1 Cep Detail Activity Report Date:Date; i 12i2015 Crozet Office Is Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 12/17/2014 Location: Various Type: Observation Weather: clear Category: General Temperature: 48 Coverage: Site Observations Technician: Armentrout Christopher M Description of Work Completed Determination: As Specified Description: F&R on site as scheduled for observation of earthwork operations. Fill placement canceled due to the moisture content and stability of the soil materials. Page 1 of 1 Detail Activity ReportDat 311/12/015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 12/30/2014 Location: Jobsite Type: Observation Location Details: Block 28 Category: Earthwork Weather: clear Coverage: Subgrade Observation Temperature: 50 Technician: Weeks Steven P Description of Work Completed Determination: As Specified Description: F&R was onsite as scheduled to observe earthwork operations. AG Dillard stripping topsoil from block 28 and exposing new subgrade materials. Exposed subgrades were evaluated visually and by observing a proofroll conducted with a fully loaded rock truck. Subgrades were found to be firm and stable, and exhibited adequate bearing. Page 1 of 1 SINCE FROEHLING 6c ROBERTSON, INC. Engineering Stability Since 1881 fI,et 6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 T 434.823.5154 I,F 434.823.4764 1881 F&R Record Number 7150222 January 12, 2015 Mr. Dave Brockman Old Trail Village 5496 Golf Drive Crozet,VA 22932 Re: Old Trail Block 28-29 Crozet,Virginia Dear Mr. Brockman: The purpos,e of this letter is to provide you with the results of the corrosion potential soil testing conducted on five specimens collected from the above referenced project site. Soil samples were collected along the alignment of the proposed waterline running within Blocks 28 & 29B. Samples were tested in evaluation for ductile iron pipe (10-Point System) as required by the Albemarle County Service Authority(ACSA). The laboratory test results are provided within the following table. , t Sample Resistivity Redox Sulfides pH Moisture Points No. (ohm-cm) Potential (mg/kg) S-1 34,000 4.9 85Mv ND 12.2 4.5 S-2 11,000 6.4 74Mv ND 13.1 4.5 S-3 12,000 6.4 14Mv ND 13.6 5 S-4 16,000 6.0 44Mv ND 14.1 4.5 S-5 15,000 6.2 4Mv ND 14.8 5 S-6 12,000 6.4 -45Mv ND 12.2 6 Based on the displayed test results,the soil samples collected at the locations listed above do not appear to be corrosive according to the referenced criteria. However, we understand that the ACSA has final approval of pipe materials. Corporate HQ: 3015 Dumbarton Road Richmond,Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com VIRGINIA• NORTH CAROLINA•SOUTH CAROLINA• MARYLAND•DISTRICT OF COLUMBIA A Minority-Owned Business r&R • F&R appreciates the opportunity to provide soils testing on this project. If you have any further questions concerning the information contained in this letter, or if we can be of further assistance to you, please contact us. Respectfully yours, FROEHLING & ROBERTSON, INC. Brendan L.Quirk,P.E. Staff Engineer cc: F:\Projec4 715\7150222(Old Trail Block 28-2981\Corrosion Tact Baulks Letter.doc Old Trail Village Old Trail Block 28-296 7150222 2 January 12,2015 How to Identify Corrosive Environments It is important to identify potentially corrosive environments prior to pipeline installation because,once a pipeline is installed.it is both cosby and difficult to retrofit with corrosion-protection measures. Although Ductile Iron pipe possesses good resistance to corrosion and needs no additional protection in most soils,experience has shown that external con wion protection is warranted in certain soil environments.Examples 3 include soils with low resistivities,anaerobic bacteria,differences in composition,and differential aeration around the pipe.Dissimilar metals and external sb ay direct currents may also necessitate additional col I osion protection.Soils contaminated by coal mine wastes, cinders.refuse,or salts also are generally considered corrosive.So are certain naturally occurring environments,such as swamps, peat bogs,expansive clays,and alkali soils.And soils in wet,low-lying areas are generally considered more corrosive than those in well-drained areas. Design Decision ModelTM Corrosion-control recommendations for new Ductile Iron pipelines have often varied widely Soil Test Evaluation for depending on the experiences of the design engineers involved.A frequent result has been that Ductile 9r®8 A Pipe utility and consulting engineers have had to base corrosion-control design decisions on contradictory recommendations. To better serve the water and wastewater industries, the (10-Point System)" Ductile Iron Pipe Research Association ("DIPRA") and Corrpro Companies. Inc.tapped their ' extensive knowledge and experiences to jointly develop a practical, cost-effective corrosion- Soli Characteristics Points control solution.The result is a Design Decision Modern(DDMTm)that both DIPRA and Corrpro Resistivity(ohm-cm)" I use as an engineering tool'to addieas corrosion on proposed Ductile Iron transmission and <1 500 10 distribution pipeline projects. The DDMTM represents a significant advancement in the area of >1,500-1800 8 corrosion control for Ductile Iron pipelines. In the three years of development of this practical >1800.2100 5 design tool,DIPRA and Corrpro evaluated many factors,including: i •Shared col r usion expenences and know-how. >2,100-2,500 2 •Analysis of DIPRPis and Conpro's extensive databases on coi r("Dion. >2'500 3'000 1 •Laboratory and field testing of standard,as-manufactured Ductile Iron pipe. >3,000 0 •Field inspections of existing Ductile and Gray Iron pipe, including test site and in-service PH Piece 0-2 5 •Joint field investigations of proposed Ductile Iron pipelines. . 2-4 3 4-6.5 0 :1 •A comparison of soil-testing pi uaxuls and results. 6 75 0""" 7.5-8.5 0 The advanced, two-dimensional DDMT"' is a highly effective, economical corrosion-control >8.5 3 a strategy that gives utility managers confidence that, throughout its intended life, the pipeline Redox potential r they install tomorrow will provide the reliable service they insist upon for their customers. Due >{.100 my 0 to the extensive investment by the Ductile Iron Pipe Research Association and Corrpro +50fo+loomv 3.5 Companies,Inc.in developing the DDMTM,its details are currently being treated as a trade secret 0 to+5o my 4 Negative 5 10-Point Soil Evaluation Procedure Sulfides The 10-point soil evaluation procedure was instituted by CIPRA in 1964 and is included in TPrecacehve 3.2 the Appendix to the ANSI/AWWA C105/A21.5 Standard. This procedure has proved Negative 0 1 invaluable in surveying more than 100 million feet of proposed pipeline installations to i determine soil corrosivity. The DDMTM is an extension of the 10-point soil evaluation Moisture procedure, and its development is not intended to invalidate the 10-point system.The 10- , Poor drainage,continuously wet 2 1 point system addresses just the likelihood of corrosion.while the DDMT"'also addresses the GoFaio i drainagedraage,generally moist 0 Good generally dry 0 consequence of a failure in determining a corrosion-control strategy.The 10-point system is I an accurate and dependable method of evaluating soils to determine if corrosion protection is warranted for iron pipe and can continue to be used with confidence. •Ten points-corrosive to Ductile Iron pipe. The evaluation procedure is based upon information drawn from five tests and Protec on sindical. observations: ••Based on water-saturated soil box. This y •Soil resistivity method is designed to min ob the laatand most I • pH accurate-resistivity reading. , • Oxidation-reduction (redox) potential ••"If sulfides are present and low(<100 my) •Sulfides or negative redox-potential results are obtained,3 points should be given for • Moisture this range. For a given soil sample, each parameter is evaluated and assigned points according to NoteNote:in DIPRA recommends e om evaluation hat the be takensample at pipe c. its contribution to corrosivity.The points for all five areas are totaled, and if the sum depth rather than at the surface.soil corrosivity C1 is 10 or more, the soil is considered corrosive to Ductile Iron pipe, and protective readings can vary substantially from the surface to measures should be taken. pipe depth. I ( POL•Y ET,HI(iL•ENE;ENCASEMENS 5 ` 1 ' F&D Soil Nuclear Gauge Client: Project: I� 1-7-15.soils Old Trail Village 71S0222 ,Ao. a" MC. Report Date: 1/12/2015 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet Office Test Method:ASTM D 6938 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:443-823-51541 Fax:443-823-4764 Test Results Optimum Optimum Maximum In Place In Place Probe Min/Max Moisture Retest Test Soil Moisture Density Moisture Dry Density Depth Percent 'Compaction Tolerance Test# Of Date Proctor ID Classification (%) _ (pcf) (%) (Pcf) (in) Compaction (%) (%) Remark 1 1:7:15 2659 MH 27 4 95 1 28.6 93.3 6 98 95/105 -2/2 A Test Information Test# Test Location Elevation Reference Gauge SN Field Technician 1 Building Pad, Lot 11 -2.0 below subgrade 36332 Boxier William J Remarks Comments Related Tests A:Tests results comply with specifications Tests are"Direct Transmission (Method A)unless probe depth is noted as"Backscatter" Test# Related Test# Test Type Page 1 of 1 0 1-16-15 thru 1-23-15 1-16-15 thru 1-23-15 Report Date: 1/26/2015 Client: Project: Crozet Office Old Trail Village 71S0222 6181 Rockfish Gap Turnpike 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet,VA 22932 Crozet,VA 22932 Golf Drive Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Title Description Detail Activity 1-16-15.DFR Detail Activity 1-19-15.DFR Detail Activity 1-20-15.DFR Detail Activity 1-21-15.DFR Detail Activity 1-22-15.DFR Detail Activity 1-23-15.DFR Page 1 of 8 ( Activity Detail 1-16-15.DFR 1Report Date: 126/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/16/2015 Location: Jobsite ' Type: Observation Weather: Clear Category: General Temperature: 35 Coverage: Site Observations Technician: Yeago Jacob A Description of Work Completed Determination: As Specified Description: F&R was onsite as scheduled; however,A. G. Dillard not placing fill today because of wet conditions. Page 2 of 8 (pn Detail Activity 1-19-15.DFR rO�l( Report Date: 1/26/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 11/19/2014 Location: Site- Roadway Type: Observation Location Details: Ashlar Drive: Sta 10+00 to 16+00. Category: Earthwork Weather: cloudy Coverage: Proof Roll Temperature: 35 Technician: Boxier William J Description of Work Completed Determination: As Specified Description: Observed proofroll using a fully loaded dump truck at approximately-4.5ft below planned subgrade levels. Subgrade Description: Residual soils,firm and stable. Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. • • Page 3 of 8 Detail Activity1-20-15.DFR fo�� Report Date: 1/26/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/20/2015 Location: Site- Other Type: Observation Location Details: Lot 7 west of Ashlar Ave. and Hazel Category: Earthwork Grove In (stations 10+30-14+00) Coverage: Proof Roll Weather: Partly Cloudy Technician: Yeago Jacob A Temperature: 55 Description of Work Completed Determination: As Specified Description: Proof roll of Lot 7 after clearing/grubbing shows some pumping, additional 1'undercut for northern 2/3rds of lot. Proof roll of Hazel Grove Ln (EBL)shows good compaction except for one area around station 10+50, undercut 6"(approx. 10'x20'x6"). East bound lane ready for stone. Subgrade Description: Firm and Stable(some undercuts necessary) Proof Roll Equipment Used: Loded Single Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 4 of 8 (pn Detail Activity 1-21-15.DFR rO�l( Report Date: 1/26/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 i Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity I, Activity Date: 01/21/2015 Location: Site- Other Type: Observation Location Details: Lot 7,west of Ashlar Ave. Category: Earthwork Weather: Mostly Cloudy Coverage: Fill Monitoring Temperature: 50 Technician: Yeago Jacob A Description of Work Completed Determination: As Specified Description: A.G. Dillard placing fill in lot 7. Proof roll before placement shows good compaction with no excessive pumping or rutting. Material dumped with pan and spread and compacted with 815 Cat sheepsfoot roller. Elevation from approx. 3' below subgrade up to subgrade. Placement procedures and compaction efforts found to be satisfactory. Approximate Lift Thickness -inches: 10 Compaction Equipment Used: Sheepsfoot Roller Vibration Used: No Soil Density Tests Performed: No Activity Activity Date: 01/21/2015 Location: Site- Other Type: Observation Location Details: Lot 7,west of Ashlar Ave. Category: Earthwork Weather: Mostly Cloudy Coverage: Proof Roll Temperature: 50 Technician: Yeago Jacob A Description of Work Completed Determination: As Specified Description: Proof roll with each lift shows good compaction with slight pumping. Subgrade Description: Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade showed minor rutting. Page 5 of 8 Detail Activity1-21-15.DFR F&p Report Date: 1/26/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/21/2015 Location: Site- Roadway Type: Observation Location Details: Hazel Grove Ln, West bound lane Category: Earthwork stations 10+30-14+00 Coverage: Proof Roll Weather: Mostly Cloudy Technician: Yeago Jacob A Temperature: 50 Description of Work Completed Determination: As Specified Description: Proof roll shows good compaction except for area around station 11+00.Area undercut (100'x10'x1.5').West bound lane now ready for stone. Subgrades found to be firm and stable after removal of wet/soft materials. Subgrade Description: Firm and Stable Proof Roll Equipment Used: Loded Single Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 6 of 8 (Qn Detail Activity Report Date: 1/26/015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/22/2015 Location: Site- Roadway Type: Observation Location Details: Station 13+50 to 14+50. Category: Earthwork Weather: clear Coverage: Proof Roll Temperature: 40 Technician: Boxier William J Description of Work Completed Determination: As Specified Description: Observation of proofroll, Subgrades found to be exhibit adequate bearing. Subgrade Description: Firm and stable base. Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Activity Activity Date: 01/22/2015 Location: Jobsite Type: Observation Weather: Partly Cloudy Category: General Temperature: 40 Coverage: Site Observations Technician: Yeago Jacob A Description of Work Completed Determination: As Specified Description: On site for soils spot check. A.G. Dillard excavating for Hazel Grove lane, stations 14+00-15+00, no placement of fill yet today. Maybe proof roll later. Page 7 of 8 (on Detail Activity 1-23-15.DFR r0�+( Report Date: 1/26/2015 • Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 I Fax:443-823-4764 Crozet,VA 22932 Golf Drive Crozet,VA 22932 Activity Activity Date: 01/23/2015 Location: Site- Roadway Type: Observation Location Details: Addlehill Rd stations 10+30 - 11+30 Category: Earthwork Weather: Cloudy Coverage: Proof Roll Temperature: 36 Technician: Yeago Jacob A Description of Work Completed Determination: As Specified Description: Proof roll shows good compaction, subgrades exhibited little to no pumping or rutting, and found to be satisfactory. Subgrades considered to be acceptable and area of road is ready for stone. Subgrade Description: Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Page 8 of 8 1-30-15 thru 2-16-15 1-30-15 thru 2-16-15 Report Date:2/19/2015 Lvs Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Title Description Concrete Placement Summary 1-30-15-conc 'Detail Activity 2-2-15-pickup 1 Detail Activity 2-3-1 5-DFR Detail Activity 2-5-15-DFR Detail Activity :2-6-15-DFR Detail Activity 2-9-15-DFR Detail Activity 2-11-15-DFR Concrete Placement Summary 2-11-15-conc Detail Activity 2-13-15-DFR Detail Activity 2-16-15-DFR Page 1 of 12 Concrete Placement Client: Project: F&R Summary Old Trail Village 71S0222 FRCICHLINI3 E. pSCRTeOM 1-30 15 conc 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet Office Report Date:2/13/2015 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:443-823-5154 I Fax.443-823-4764 Pour Date: 1/30/2015 Placement Location: Site-Curb&Gutter Placement Method: Curb Machine Technician: Yeago,Jacob Weather: Location Details: Hazel Grove Lane-WBL-Approx Mix Design: Spec Strength(psi): 3000 stations 13+75-14+50 Contractor: A.G Dillard Supplier: Allied Concrete Mod of Rupture(psi): Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type r - 10 25 EST 11 25 EST 4 Slump-2 5 in 4 8(%) 66 40 None 4-'i :" Cat oe• Page 2 of 12 Detail Activity2-2-15-pickup fO�� Report Date:2/13/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/02/2015 Location: Jobsite Type: Observation Weather: Rain Category: Concrete Temperature: 40 Coverage: Concrete Sample Pick-up Technician: Boxier,William Description of Work Completed Determination: As Specified Description: Picked up cylinders Condition of Specimens: Found as Cast Minimum Cure Temperature: Maximum Cure Temperature: Page 3 of 12 r8^ Detail Activity Report Date:2/13/015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/03/2015 Location: Jobsite Type: Observation Weather: clear Category: General Temperature: 32 Coverage: Site Observations Technician: Gardner, Shane Description of Work Completed Description: F&R was onsite as schedule to observe earthwork operations; however, upon arrival AG Dillard informed F&R that no fill was going to be placed today. Subgrades were observed to be frozen and the dozer was down due to mechanical issues. Page 4 of 12 (4n Detail Activity 2-5-15-DFR rO�l( Report Date:2/13/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/05/2015 Location: Site-Roadway Type: Observation Weather: clear Category: Earthwork Temperature: 35 Coverage: Proof Roll Technician: Hargis, Neal Description of Work Completed Determination: As Specified Description: Proofroll of Addle Hill Rd with tandem dump from stations 12+50-14+40. Subgrades were found to be firm and stable, except for an unstable area at STA 14+00 approximately 20'long and 10'wide. AG Dillard removed wet subgrade material 1'deep. Proofroll of newly exposed subgrades showed zero movement. The undercut was backfilled with controlled and compacted 21A. In addition, F&R observed the construction of an underdrain from structure 106B to approximately 50ft from structure 100. Structure 100 was placed and 16"pipe was bedded in 57 stone and connected with structure 101. Subgrades were found to be firm and stable, and exhibited adequate bearing. Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 5 of 12 f8`1Z Detail Activity 2-6-15-DFR Report Date:2/13/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/06/2015 Location: Site-Roadway Type: Observation Weather: clear Category: Earthwork Temperature: 35 Coverage: Proof Roll Technician: Hargis, Neal Description of Work Completed Determination: As Specified Description: AG Dillard remove 8"-10"frozen subgrade from station 14+25-16+50 on Addle Hill Rd. Proofroll with loaded tandem dump showed deflection and rutting. Suggested removing another 4"-6"of moist soil. Contractor elected to compact subgrade and proofroll again. Subsequent proofroll done by another technician as I had to leave for the next appointment. Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade showed minor rutting. Activity Activity Date: 02/06/2015 Location: Site-Roadway Type: Observation Location Details: Addle Hill Rd from stations 13+50-17+00 Category: Earthwork Weather: Cloudy Coverage: Fill Monitoring Temperature: 40 Technician: Yeago, Jacob Description of Work Completed Description: A.G. Dillard undercut all of roadway by 1-1.5'per tech NH. Proof roll after undercut still shows some pumping.Area from 13+50- 14+50,stone placed in two lifts and compacted, still shows some pumping through the stone. Fabric recommended. Contractor allowing material to dry over the weekend to see how it looks on Monday. Approximate Lift Thickness-inches: 12 Compaction Equipment Used: Smooth Drum Roller Vibration Used: Yes Soil Density Tests Performed: No Page 6 of 12 f&R Detail Activity 2-6-15-DFR Report Date:2/13/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax'443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/06/2015 Location: Site-Roadway Type: Observation Location Details: Addle Hill Rd from stations 13+50- 17+00 Category: Earthwork Weather: Cloudy Coverage: Proof Roll Temperature: 40 Technician: Yeago, Jacob Description of Work Completed Description: Subgrades found to be firm and stable, except for between STA 30+50 thru 41+50. AG Dillard has elected to scarify and allow subgrade materials time to dry. Some geotextile reinforcing fabric may be placed over subgrade soils prior to backfilling the undercut with 21A. Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade showed minor rutting. Page 7 of 12 F8,1Z Detail Activity 2-9-15-DFR Report Date:2/13/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/09/2015 Location: Building-Other Type: Observation Location Details: Future Lots;west side of Golf View Drive Category: Earthwork Weather: Cloudy Coverage: Proof Roll Temperature: 50 Technician: Khaterzai, Reshad Description of Work Completed Determination: As Specified Subgrade Description: Cut area;subgarde for backfill. Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Activity Activity Date: 02/09/2015 Location: Site-Roadway Type: Observation Location Details: Addle Hill Road;from staion 14+50 to station 17+00 Category: Earthwork Weather: Cloudy Coverage: Subgrade Observation Temperature: 50 Technician: Khaterzai, Reshad Description of Work Completed Determination: As Specified Description: Before stone placement contractor place geotextile reinforcing fabric on Addle Hill Road from Station 14+50 to station 17+00. Page 8 of 12 f Detail Activity 2-11-15-DFR Report Date:2/16/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/11/2015 Location: Site-Roadway Type: Observation Location Details: Hazel Grove In. Entire road. Category: Earthwork Weather: Partly Cloudy Coverage: Proof Roll Temperature: 48 Technician: Yeago, Jacob Description of Work Completed Determination: As Specified Description: Proof roll of stone subbase shows good compaction with no movement observed. Stone depth checks @ 11+50, 12+25, 13+75, and 14+60 all show at least 6"of stone at each location. Contractor dug holes. Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 9 of 12 pp Concrete Placement Client: Project: 19 Summary Old Trail Village 71S0222 fROEMI.1.113`"OeCR.eo"'MC. 2-11-15-conc 1005 HeatherCroft Circle Old Trail Village-Block 28 &29B Crozet Office Report Date:2/16/2015 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone:443-823-5154 I Fax 443-823-4764 Pour Date: 2/11/2015 Placement Location: Site-Curb&Gutter Placement Method: Curb Machine Technician: Yeago,Jacob Weather: Partly Cloudy Location Details: East side of Addle Hill Rd From Mix Design: BCCURB Spec Strength(psi): 3000 13+50-10+30 and west side of road from 11+40-10+30 Contractor: A.G.Dillard Supplier: Allied Concrete Mod of Rupture(psi): Load/Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp IF) (F) Admixtures Cast Type 46711 1 325 10904835 8 5/8 5 12 17 EST 13.45 EST 88 a None Batch Log 46712 327 10904837 8.5/17 12:38 EST 1120 EST 14-25 EST 107 Slump-2 in 4 6(%) 67 None 4"X 8" Cast Cylinder 46713 2 326 10904838 8.5/25 5 13.00 EST 13 50 EST None Batch Log Page 10 of 12 (4 A Detail Activity Report Dat 12/19/015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/13/2015 Location: Building Pad Type: Observation Location Details: Lots 7, 8, 9, & 10 Category: Earthwork Weather: clear Coverage: Proof Roll Temperature: 33 Technician: Khaterzai, Reshad Description of Work Completed Determination: As Specified Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Page 11 of 12 Detail Activity Report Date:2/19/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Activity Activity Date: 02/16/2015 Location: Jobsite Type: Observation Weather: Cloudy Category: General Temperature: 20 Coverage: Site Observations Technician: Khaterzai, Reshad Description of Work Completed Description: As requested an F&R technician visited the site to perform proof roll on east side of lots 7, 8, 9 and 10 and test concrete for curb and gutter but the weather temperature was bellow freezing. Contractor elected not to place concrete and proofroll was rescheduled for later today. • Page 12 of 12 3-18-15 thru 3-31-15 3-18-15 thru 3-31-15 Report Date:4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Title Description Detail Activity 3-18-15-DFR Detail Activity 3-19-15-DFR Detail Activity 3-23-15-DFR Detail Activity 3-24-15-DFR Detail Activity 3-26-15-DFR Detail Activity 3-30-15-DFR Concrete Placement Summary 3-30-15-conc Detail Activity 3-31-15-DFR Page 1 of 11 (o Detail Activity Report Date:4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&298 Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/18/2015 Location: Site-Roadway Type: Observation Location Details: Loop @ Birchin Ct/Dr and surrounding lots Category: Earthwork Weather: Partly Cloudy Coverage: Proof Roll Temperature: 60 Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: Proof roll at 2 feet below subgrade Subgrade Description: Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Activity Activity Date: 03/18/2015 Location: Site-Roadway Type: Observation Location Details: Ashlar Ave from intersection with Addle Hill Rd to station 17+00. Category: Earthwork Weather: Partly Cloudy Coverage: Subgrade Observation Temperature: 60 Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: Proof roll with loaded pan shows good compaction with no excessive pumping or rutting. Elevation at subgrade, roadway ready for asphalt. Page 2 of 11 FR Detail Activity Report Date:4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/18/2015 Location: Site-Roadway Type: Observation Location Details: Loop @ Birchin Ct/Dr and surrounding lots Category: Earthwork Weather: Partly Cloudy Coverage: Fill Monitoring Temperature: 60 Technician: Yeago, Jacob Description of Work Completed Determination: As Specified Description: A. G. Dillard placing on site soils in loop. Material dumped with pan, and spread and compacted with 815 Cat sheepsfoot roller. Elevation up to approx.two feet below subgrade. Fill placement and compaction efforts found to be satisfactory. Approximate Lift Thickness-inches: 10 Compaction Equipment Used: Sheepsfoot Roller Vibration Used: No Soil Density Tests Performed: No Page 3 of 11 FR FAR Detail Activity Report Date:4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/19/2015 Location: Site-Roadway Type: Observation Location Details: Loop around Birchin CT./Dr. and Category: Earthwork surrounding lots. Weather: Mostly Cloudy Coverage: Proof Roll Temperature: 63 Technician: Yeago, Jacob Description of Work Completed Determination: As Specified Description: Proof roll at elevation of approx. 1'below subgrade Subgrade Description: Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Activity Activity Date: 03/19/2015 Location: Site-Roadway Type: Observation Location Details: Loop around Birchin CT./Dr. and surrounding lots. Category: Earthwork Weather: Mostly Cloudy Coverage: Fill Monitoring Temperature: 63 Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: A.G. Dillard placing on site soils in loop. Material dumped with pan and spread and compacted with 815 Cat sheepsfoot roller. Elevation up to approx. 1'below subgrade. Proof roll shows good compaction. Approximate Lift Thickness -inches: 10 Compaction Equipment Used: Sheepsfoot Roller Vibration Used: No Soil Density Tests Performed: No Page 4 of 11 (pn Detail Activity 3-19-15-DFR rO�l( Report Date:4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/19/2015 Location: Site-Roadway Type: Observation Location Details: Claremont Ln down to future Rowcross St. Category: General Weather: Mostly Cloudy Coverage: Site Observations Temperature: 63 Technician: Yeago, Jacob Description of Work Completed Determination: As Specified Description: A.G. Dillard also started stripping Claremont In.After stripping, hand probe shows good subgrade and ready for fill. (New Job) Page 5 of 11 F8,1Z Detail Activity 3-23-15-DFR Report Date:4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434 823 5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/23/2015 Location: Site-Roadway Type: Observation Location Details: Loop area around Birchin Ct/Dr and Category: Earthwork surround lots. �J Y� Weather: Partly Cloudy Coverage: Proof Roll Temperature: 52 Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: Proof roll Subgrade Description: Proof Roll Equipment Used: Loaded Pan Proofroll Observations: Subgrade was stable with no movement observed. Activity Activity Date: 03/23/2015 Location: Site-Roadway Type: Observation Location Details: Loop area around Birchin Ct/Dr and Category: Earthwork surround lots. Y Weather: Partly Cloudy Coverage: Fill Monitoring Temperature: 52 Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: A.G. Dillard placing final lift in loop area. Material dumped with pan and spread and compacted with 815 Cat sheepsfoot roller. Proof roll shows good compaction with no excessive pumping or rutting. Elevation up to subgrade. Approximate Lift Thickness-inches: 10 Compaction Equipment Used: Sheepsfoot Roller Vibration Used: No Soil Density Tests Performed: No Page 6 of 11 re; Detail Activity 3-24-15-DFR Report Date;4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/24/2015 Location: Jobsite Type: Observation Weather: Partly Cloudy Category: General Temperature: 60 Coverage: Site Observations Technician: Yeago, Jacob Description of Work Completed Description: F&R was onsite as scheduled; however,A.G. Dillard informed that they are not placing any fill today. Contractor is moving stockpiles of material in efforts to dry. Page 7 of 11 rtR Detail Activity 3-2 FR Report Date::4/6/2 4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/26/2015 Location: Site-Roadway Type: Observation Location Details: Ashlar Ave from 17+00- 18+00 Category: Earthwork Weather: Cloudy Coverage: Proof Roll Temperature: 50 Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: Proof roll of subgrade Subgrade Description: Proof Roll Equipment Used: Loaded Tandem Axle Dump Truck Proofroll Observations: Subgrade was stable with no movement observed. Activity Activity Date: 03/26/2015 Location: Site-Roadway Type: Observation Location Details: Ashlar Ave from 17+00- 18+00 Category: Earthwork Weather: Cloudy Coverage: Subgrade Observation Temperature: 50 Technician: Yeago,Jacob Description of Work Completed Determination: As Specified Description: After A.G. Dillard removed soft area(approx. 25'x10'x1.5'), proof roll shows good compaction. Soft area around station 17+60; East bound lane. Page 8 of 11 CQn Detail Activity 3-30-15-DFR fv�l( Report Date:4/6/2015 Crozet Office Client Project: 6181 Rockfish Gap Turnpike Old Trail Village 7150222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/30/2015 Location: Jobsite Type: Observation Weather: Clear Category: General Temperature: 50 Coverage: Site Observations Technician: Khaterzai, Reshad Description of Work Completed Description: As requested an F and R technician visited the site to perform moisture-density tests, but the on site soil was found to be very moist. Due to the high moist content of the soils,AG Dillard elected not to place backfill today. Page 9 of 11 pp Concrete Placement Client: Project: I i' Summary Old Trail Village 71S0222 3-30-15-conc 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet Office Report Date:4/6/2015 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone:434-823-5154 I Fax:434-823-4764 Pour Date: 3;30/2015 Placement Location: Site-Curb&Gutter Placement Method: Chute Technician: Brown, Ka-Tari Weather: cloudy Location Details: Right side of Ashler Ave F-0.02-F- Mix Design: BC306 Spec Strength(psi): 3000 0.32 Contractor: A.G.Dillard Supplier: Allied Concrete Mod of Rupture(psi): Load)Cume Time Time Time Placement Slump/Spread/ Air Concrete Air Temp Specimens Specimen Size Sample Sample Set Truck# Ticket# Vol(yd') Batched Arrived Empty Time(min) T20 (%) Temp(F) (F) Admixtures Cast Type • 333 10905181 8/8 09 41 L;,' v , . .,c Slump-3.0 in. 4.0(%) 66 15 00 Gal Water(8 c 4"X 8" Cast yd') Cylinder Page 10 of 11 f&pActivity Detail 3-31-15-DFR Report Date:4/6/2015 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28 8 29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax 434-823-4764 Crozet,VA 22932 Activity Activity Date: 03/31/2015 Location: Jobsite i Type: Observation Weather: Sunny Category: Concrete Temperature: 70 Coverage: Concrete Sample Pick-up Technician: Brown, Ka-Tari Description of Work Completed Determination: As Specified Condition of Specimens: Found as Cast Minimum Cure Temperature: 60 Maximum Cure Temperature: 80 Page 11 of 11 Com ressive Strength of Concrete CTR No 1 p 9 Report Date:2/12/2015 �opp`R Test Method:ASTM C 39 Sample:46270 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Sample Details Set#: 1 Contractor: A.G.Dillard Batched: Specimen Size: 4"X 8" Cast By: Yeago,Jacob Sampled: 10:28 EST Specimens In Set: 5 Date Cast: 01/30/15 Cast: 10:41 EST Truck#: Sampled From: Chute Truck Empty: 11:25 EST Ticket#: Placement Method: Curb Machine Placement Time: Location Placement Location: Site-Curb&Gutter Location Details: Hazel Grove Lane-WBL-Approx stations 13+75-14+50 Sample Location/Notes: Hazel Grove Lane-WBL-Approx stations 13+75-14+50 Batch Log Specifications Supplier: Allied Concrete Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Slump(in): 2.5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 40 Concrete Temp(F): 66(ASTM C1064) Air Content: 4.8(%)(ASTM C231) Load Volume: 8(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(in') (Ibs) (psi) Type Remark Method 1-1 7 02/06/15 3/4 4.00 12.57 54,000 4,300 3 A N 1-2 28 02/27/15 3/25 1-3 28 02/27/15 3/25 1-4 28 02/27/15 3/25 1-5 56 H 03/27/15 3/53 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) X \ r 7 ‘\ A1 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 Com ressive Strength of Concrete CTR No 1 Fp p 9 Report Date:3/3/2015 aR Test Method:ASTM C 39 Sample:46270 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Sample Details Set#: 1 Contractor: A.G.Dillard Batched: Specimen Size: 4"X 8" Cast By: Yeago,Jacob Sampled: 10:28 EST Specimens In Set: 5 Date Cast: 01/30/15 Cast: 10:41 EST Truck#: Sampled From: Chute Truck Empty: 11:25 EST Ticket#: Placement Method: Curb Machine Placement Time: Location Placement Location: Site-Curb&Gutter Location Details: Hazel Grove Lane-WBL-Approx stations 13+75-14+50 Sample Location I Notes: Hazel Grove Lane-WBL-Approx stations 13+75-14+50 Batch Log Specifications Supplier: Allied Concrete Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Slump(in): 2.5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 40 Concrete Temp(F): 66(ASTM C1064) Air Content: 4.8(%)(ASTM C231) Load Volume: 8(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(in') (Ibs) (psi) Type Remark Method 1-1 7 02/06/15 3/4 4.00 12.57 54,000 4,300 3 A N 1-2 28 02/27/15 3/25 4.00 12.57 75,000 5,970 2 A N 1-3 28 02/27/15 3/25 4.00 12.57 76,500 6,090 2 A N 1-4 28 02/27/15 3/25 4.00 12.57 74,000 5,890 2 A N 1-5 56 H 03/27/15 3/53 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) X /\ '\/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 Com ressive Strength of Concrete CTR No 2 f&p P 9 Report Date:2/19/2015 r Test Method:ASTM C 39 Sample:46712 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:443-823-5154 Crozet,VA 22932 Golf Drive Fax:443-823-4764 Crozet,VA 22932 Sample Details Set#: 2 Contractor: A.G.Dillard Batched: 12:38 EST Specimen Size: 4"X 8" Cast By: Yeago,Jacob Sampled: 13:50 EST Specimens In Set: 5 Date Cast: 02/11/15 Cast: 14:04 EST Truck#: 327 Sampled From: Chute Truck Empty: 14:25 EST Ticket#: 10904837 Placement Method: Curb Machine Placement Time: 107(min) Location Placement Location: Site-Curb&Gutter Location Details: East side of Addle Hill Rd From 13+50-10+30 and west side of road from 11+40-10+30 Sample Location/Notes: East side of Addle Hill Rd From 13+50-10+30 and west side of road from 11+40-10+30 Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Partly Cloudy Slump(in): 2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 48 Concrete Temp(F): 67(ASTM C1064) Air Content: 4.6(%)(ASTM C231) Load Volume: 8.5(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 2-1 7 02/18/15 1/6 4.00 12.57 60,500 4,810 2 A N 2-2 28 03/11/15 1/27 2-3 28 03/11/15 1 /27 2-4 28 03/11/15 1 /27 2-5 56 H 04/08/15 1 /55 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) X \ 7'N4 fl 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 Com ressive Stren th of Concrete Test Method:ASTM C 39 CTR No 2 OO p g Report Date:3/17/2015 I Sample:46712 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 2 Contractor: A.G. Dillard Batched: 12:38 EST Specimen Size: 4"X 8" Cast By: Yeago,Jacob Sampled: 13:50 EST Specimens In Set: 5 Date Cast: 02/11/15 Cast: 14:04 EST Truck#: 327 Sampled From: Chute Truck Empty: 14:25 EST Ticket#: 10904837 Placement Method: Curb Machine Placement Time: 107(min) Location Placement Location: Site-Curb&Gutter Location Details: East side of Addle Hill Rd From 13+50-10+30 and west side of road from 11+40-10+30 Sample Location/Notes: East side of Addle Hill Rd From 13+50-10+30 and west side of road from 11+40-10+30 Batch Log Specifications Supplier: Allied Concrete Mix Design: BCCURB Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: Partly Cloudy Slump(in): 2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 48 Concrete Temp(F): 67(ASTM C1064) Air Content: 4.6(%)(ASTM C231) Load Volume: 8.5(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(in') (Ibs) (psi) Type Remark Method 2-1 7 02/18/15 1 /6 4.00 12.57 60,500 4,810 2 A N 2-2 28 03/11/15 1 /27 4.00 12.57 81,000 6,440 2 A N 2-3 28 03/11/15 1/27 4.00 12.57 83,000 6,600 2 A N 2-4 28 03/11/15 1 /27 4.00 12.57 80,000 6,360 2 A N 2-5 56 H 04/08/15 1 /55 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) X /\ \A \ I 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 fOp Compressive ressive Strength of Concrete 3 CTR No� Report Date: 5/ No 3 Test Method:ASTM C 39 2015 Sample:49572 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 Sample Details Set#: 3 Contractor: A.G.Dillard Batched: 09:41 EDT Specimen Size: 4"X 8" Cast By: Brown, Ka-Tari Sampled: 10:28 EDT Specimens In Set: 5 Date Cast: 03/30/15 Cast: 10:43 EDT Truck#: 333 Sampled From: Chute Truck Empty: 10:58 EDT Ticket#: 10905181 Placement Method: Chute Placement Time: 77(min) Location Placement Location: Site-Curb&Gutter Location Details: Right side of Ashler Ave F-0.02-F-0.32 Sample Location/Notes: Right side of Ashler Ave F-0.02-F-0.32 Batch Log Specifications Supplier: Allied Concrete Mix Design: BC306 Strength: 3000(psi) On-Site Admixtures: 15.00 Gal Water(8 yd') Field Measurements Weather: cloudy Slump(in): 3.0(ASTM C143) Plastic Unit Weight: Air Temperature(F): 48 Concrete Temp(F): 68(ASTM C1064) Air Content: 4.0(%)(ASTM C231) Load Volume: 8(yd') 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 04/06/15 1 /6 4.00 12.57 50,500 4,020 3 A N 3-2 28 04/27/15 1 /27 4.00 12.57 65,500 5,210 3 A N 3-3 28 04/27/15 1 /27 4.00 12.57 64,500 5,130 2 A N 3-4 28 04/27/15 1 /27 4.00 12.57 65,000 5,170 2 A N 3-5 56 H 05/25/15 1 /55 Break Remarks Capping Methods A:Cylinders molded in general accordance with ASTM C31. N: Unbonded Caps(ASTM C1231) � 1 X i\ \ \ 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 09-28 thru 09-29 DFR 09-28 thru 09-29 DFR Report Date: 10/20/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Old Trail Village 71S0222 Crozet,VA 22932 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Phone:434-823-5154 Crozet,VA 22932 Golf Drive Fax:434-823-4764 Crozet,VA 22932 09-28 thru 09-29 DFR Title Description Asphalt Placement 09-28-16 DFR Bituminous Density 09-28-16 NG Asphalt Placement 09-29-16 DFR Bituminous Density 09-29-16 NG • • • Page 1 of 8 Asphalt Placement 09-28-16DFR Crozet Office Client: Project 6181 Rockfish Gap Turnpike - Cromt,VA22932 Old Trail Village 71S0222 Phone:434-823-5154 1005 HeatfierCrofi Circle Old Trail Village-Block 28&29B Fax 434-823-4764 Crozet,VA22932 Golf Dritie Crozet,VA 22932 Date: 09/28/2016 Location: Site-Roadway Category. Asphalt Location Details: Old Trail Village Birchin Lane Hazel Grove Lane Coverage: Asphalt Placement Air Temp.(deg.F): 70 Subrritted By. Boxier,William Inspector Title:Technician Paving Start Time(EST): 09:00 Paving End Tine(EST): 15:00 Equipment 2 finish rollers Type/Quantity. Labor Type/Quantity. 10 Men Asphalt Contractor: S.L.Williamson Asphalt Supplier: S.L.Williamson Work Description: Observation of asphalt placement and Nuclear Density testing. Tests Performed: Astm Nuclear Density Courses Placed: Surface Observations: Asphalt layers placed was observed to be in accordance with project plans and specifications of 92 percent compaction of the RICE value given.We noted that erratic tack coating was observed on base. Surface Course Summary Mix ID Subbase/Surface Condition(Pre-Placement) Tack Coat Quantity Required Roller Pattern Applied Placed Thickness (tons) (in.) SM 95 A25 Clean/Damp Yes 254.6 1.5 4V/4S/2 finish Mix ID Required Marshall Marshall/Rice Sample(s) Samples No.of Samples Compaction(%) (pcf)/Rice Value Provided By. Taken Performed By. SM 95 A25 91.5 2.540 Contractor No Surface Course Temperature Log 9 Time(EST) Base Temp.(deg.F) Laydown Temp.(deg.F) 09:00 74 220 Work Start Time: 09:00 Work End Tine: 15:00 Total Time(hr): 6.00 Image Description:Erratic tack coat Date Image Taken:09/28/2016 Page 2 of 8 f81Z Asphalt Placement 09-28-160FR Crozet Office Client Project 6181 Rockfish Gap Turnpike Croat,VA22932 Old Trail Village 71S0222 Phone:434-823-5154 1005 IieatherCroft Ci rde Old Trail Ullage-Block 28 8 29B Fax 434-823-4764 Crozet,VA22932 Golf Orire Croat,VA 22932 Photographer:Boxier,William Page 3 of 8 (84 Bituminous Density Client: Project: ri 09-28-16 NG Old Trail Village 7150222 Report Date: 10/20/2016 1005 HeatherCroft Circle Old Trail Village-Block 28 &29B Crozet office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone:434-823-51541 Fax 434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 22 9/28/16 Site-Roadway:Birchin Surface SM 9.5A 15 159.9 SMA 9.5 147.2 Backscatter 92 91.5/99 963 Boxier,William Lane 50'North of Golf /ASTM view Drive eastbound. D2041 23 9/28/16 Site-Roadway:Birchin Surface SM 9.5A 159.9 SMA 9.5 150.0 Backscatter 94 91.5/99 963 Boxier,William Lane 50'North of Golf /ASTM view Drive eastbound. D2041 +50' 24 9/28/16 Site-Roadway:Birchin Surface SM 9.5A 159.9 SMA 9.5 150.0 Backscatter 94 91.5/99 963 Boxier,William Lane 50'North of Golf /ASTM view Drive eastbound. D2041 +50' 25 928/16 Site-Roadway:Birchin Surface SM 9.5A 159.9 SMA 9.5 151.0 Backscatter 94 91.5/99 963 Boxier,William Lane 50'North of Golf /ASTM view Drive eastbound. D2041 +100' 26 9/28/16 Site-Roadway:Birchin Surface SM 9.5A 159.9 SMA 9.5 147.0 Backscatter 92 91.5/99 963 Boxier,William Drive 50'south of /ASTM Belgrove st. D2041 27 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 150.0 Backscatter 94 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address eastbound D2041 #405. 28 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 157.0 Backscatter 98 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address eastbound D2041 #410 _ 29 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 145.0 Backscatter 91 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address eastbound D2041 #419 30 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 150.0 Backscatter 94 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address eastbound D2041 #434 31 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 149.0 Backscatter 93 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address eastbound D2041 #442 Page 4 of 8 rBituminous Density Client: Project: °`I� 09-28-16 NG Old Trail Village 71S0222 ',MEHL,..woo.A,ao61.INC. Report Date: 10/20/2016 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone'434-823-5154I Fax.434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 32 9/28/16 Site-Roadway:Hazel Surface SM 9.5A' 159.9 SMA 9.5 145.0 Backscatter 91 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address D2041 westbound#442 33 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 148.0 Backscatter 93 91.5!99 963 Boxier,William Grove Ln.Street /ASTM address D2041 westbound#434 34 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 148.0 Backscatter 93 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address D2041 westbound#419 35 9/28/16 Site-Roadway:Hazel Surface SM 9.5A 159.9 SMA 9.5 148.0 Backscatter 93 91.5/99 963 Boxier,William Grove Ln.Street /ASTM address D2041 westbound#410 I Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 963 Troxler 4640 3820 1110 9/28/16 Page 5 of 8 Asphalt Placement 09-29-16DFR F&R Crozet Office diem Project: 6181 Rockfish Gap Turnpike Croat,VA22932 Old Trail Village 7150222 Phone:434-823-5154 1005 HeatherCroft Cirde Old Trail Village-Block 28&29B Fax 434-823-4764 Croat,VA22932 Golf Drii,e Croat,VA 22932 Date: 09/29/2016 Location: Site-Roadway Category. Asphalt Location Details: Golf view Drive Coverage: Asphalt Placement Air Temp.(deg. F): 70 Submitted By. Boxier,William Inspector Title:Technician Equipment Finish rollers Type/Quantity. Labor Type/Quantity: Paver Asphalt Contractor: S.L.Williamson Asphalt Supplier: Redhill Work Description: Observed placement and tested densities of SM 9.5 asphalt Tests Performed: Nuclear Density Courses Placed: Surface Observations: Asphalt layers placed was observed to be in accordance with project plans and specifications of 92 percent compaction of the RICE value given. Surface Course Sumrory Mix ID Subbase/Surface Condition(Pre-Placement) Tack Coat Quantity Required Roller Pattern Applied Placed Thickness (tons) (in.) S.M 9.5 Clean and dry Yes 200.0 1.5 4V14S Mix ID Required Marshall Marshall/Rice Sample(s) Samples No. of Samples Compaction(%) (pcf)/Rice Value Provided By: Taken Performed By: S.M 9.5 91.5 2.540 Contractor No Surface Course Temperature Log Time (EST) Base Temp.(deg. F) Laydown Temp.(deg. F) 10:00 70 275 Image Description:Irregular tack application Date Image Taken:09/29/2016 -� Photographer:Boxier,William Page 6 of 8 Asphalt Placement 09-29-16DFR r&R Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA22932 Old Trail Village 71S0227 Phone:434-823-5154 1005 HeatherCroft Circle Old Trail\Allege-Block 28&29B Fax 434-823-4764 Crozet,VA22932 Golf Dthe Crozet,VA22932 Page 7 of 8 foe Bituminous Density Client: Project: °`I� 09-29-16 NG Old Trail Village 71S0222 rAOEoLINo.Aoo.A�eo..INC. Report Date: 10/20/2016 1005 HeatherCroft Circle Old Trail Village- Block 28 &29B Office ooe Test Method:ASTM D 2950 Crozet,VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone'434-823-5154IFax 434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source _ (pcf) (in) Comp. (%) Remark SN Technician 36 9/29/16 Site-Roadway:Golf Surface Sm-9.5 1.5 159.9 SMA 9.5 147.1 Backscatter 92 91.5/99 963 Boxier,William view Dr.#754 /ASTM northbound. D2041 _ 37 9/29/16 Site-Roadway:Golf Surface Sm-9.5 1.5 159.9 SMA 9.5 148.3 Backscatter 93 91.5/99 963 Boxier,William view Dr.#754 /ASTM northbound.+50' D2041 _ 38 9/29/16 Site-Roadway:Golf Surface Sm-9.5 159.9 SMA 9.5 147.9 Backscatter 92 91.5/99 963 Boxier,William view Dr.#754 /ASTM northbound.+100' D2041 39 9/29/16 Site-Roadway:Golf Surface Sm-9.5 1.5 159.9 SMA 9.5 148.2 Backscatter 93 91.5/99 963 Boxier,William view Dr.#754 /ASTM southbound.+50' D2041 40 9/29/16 Site-Roadway:Golf Surface Sm-9.5 159.9 SMA 9.5 148.5 Backscatter 93 91.5/99 963 Boxier,William view Dr.#754 /ASTM souhbound.+50' D2041 _ 41 9/29/16 Site-Roadway:Golf Surface Sm-9.5 1.5 159.9 SMA 9.5 149.1 Backscatter 93 91.5/99 963 Boxier,William view Dr.#754 /ASTM sorthbound.+100' D2041 , Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 963 Troxler 4640 3815 1112 9/29/16 Page 8 of 8 SINCE riscA FROEHLING & ROBERTSON, INC. K Engineering Stability Since 1881 6181 Rockfish Gap Turnpike, Crozet,VA 22932 USA 1881 0 T 434.823.5154 I F 434.823.4764 ASPHALT DENSITY SUMMARY SHEET Project Old Trail Village- Blocks 28/29 Record No.: 71S0222 client: Old Trail Village Date: February 12, 2015 Contractor: SL Williamson F&R Rep.: S. Morris Wet Percent of Max Field Control Test Test Lane Distance From Field Wet Density Test Strip No. Location Centereline Density (92%to 98%) Type Density Hazel Grove Lane (pc0 Act. Spec. 1 Station 09+10 mid 5 151.5 94 92 NG BM 2 Station 10+25 mid 8 152.1 94 92 NG BM 3 Station 10+26 mid 2 151.3 93 92 NG BM 4 Station 10+27 mid 6 151.5 94 92 NG BM 5 Station 10+28 mid 2 152.5 94 92 NG BM 6 Station 10+29 mid 10 152.6 94 92 NG BM 7 8 9 10 11 ., 12 13 • 14 15 16 17 18 No Max.Wet Rice SpG Road Mall Lab Test Please Note Key: Density(pct) Type The above tests represent spot tests only at the IM 138.8 2.465 IM19.0D RP&CS locations noted. Full time visual observation of NG-Nuclear Gauge SM 139.2 2.440 SM12.5D RP&CS materials placed (ASTM D2922&D3017) BM 161.9 2.6 BM-25 or methods of placement should not be inferred. FROEHLING&ROBERTSON,INC. Daily: cc: F:\Projects P711P71- \CMT\ .Asp.xls f&D Bituminous Density Client: Project: I� 4-22-15-asphalt Old Trail Village 71S0222 eROEHLING s woaEw,so,ONC. Report Date:5/4/2015 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone:434-823-5154 I Fax.434-823-4764 Test Results Max Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 1 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 152.1 Backscatter 94 91.5/ 36332 Khaterzai, Hill;station 10+20-right ASTM 102 Reshad lane approximately 3' D2041 from center line. 2 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 154.7 Backscatter 95 91.5/ 36332 Khaterzai, Hill;station 10+70-right ASTM 102 Reshad lane approximately D2041 4'from center line. 3 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 154.6 Backscatter 95 91.5/ 36332 Khaterzai, Hill;station 11+20-right ASTM 102 Reshad lane approximately D2041 5'from center line. 4 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 154.5 Backscatter 95 91.5/ 36332 Khaterzai, Hill;station 11+65-right ASTM 102 Reshad lane approximately 2' D2041 from center line. 5 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 155.0 Backscatter 95 91.5/ 36332 Khaterzai, Hill;station 12+10-right ASTM 102 Reshad lane approximately 3' D2041 from center line. 6 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 156.1 Backscatter 96 91.5 I 36332 Khaterzai, Hill;station 12+60-right ASTM 102 Reshad lane approximately 4' D2041 from center line. 7 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 150.8 Backscatter 93 91.5/ 36332 Khaterzai, Hill;station 12+60-left ASTM 102 Reshad lane approximately 4' D2041 from center line. 8 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 151.1 Backscatter 93 91.5/ 36332 Khaterzai, Hill;station 12+00-left ASTM 102 Reshad lane approximately 3' D2041 from center line. _ 9 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 151.6 Backscatter 93 91.5/ 36332 Khaterzai, Hill;station 11+50-left ASTM 102 Reshad lane approximately 3' D2041 from center line. Page 1 of 2 f Bituminous Density Client: Project: 4-22-15-asphalt Old Trail Village 71 S0222 raoEN,,..o-FOBERT•ON.INC. Report Date: 5/4/2015 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet orrice Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone 434-823-5154 I Fax 434-823-4764 Test Results Max Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 10 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 152.1 Backscatter 94 91.5/ 36332 Khaterzai, Hill;station 10+90-left ASTM 102 Reshad lane approximately 3' D2041 from center line. _ 11 4/22/15 Site-Roadway:Addle Base 2.5 162.6 BM25A/ 151.9 Backscatter 93 91.5/ 36332 Khaterzai, Hill;station 10+40-left ASTM 102 Reshad lane approximately 2' D2041 from center line. Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 36332 Troxler 3430 2285 717 4/22/15 Page 2 of 2 SINCE V' h FROEHLING & ROBERTSON, INC. K Engineering Stability Since 1881 6181 Rockfish Gap Turnpike,Crozet,VA 22932 USA l e a l® T 434.823.5154 I F 434.823.4764 ASPHALT DENSITY SUMMARY SHEET Project: Old Trail Village- Block 28/29 Record No.: 71S0222 Client: Old Trail Village Date: April 23, 2015 Contractor: SL Williamson F&R Rep.: Khaterzai Wet Percent of Max Field Control Test Test Lane Distance From Field Wet Density Test Strip No. Location Centereline Density (92%to 98%) Type Density (per) Act. Spec. 1 Ashlar Avenue-STA 11+50 mid 0 “ 150.2 92 92 NG _ BM_ 2 Ashlar Avenue-STA 12+00 mid 0 149.6 92 92 NG BM 3 Ashlar Avenue-STA 12+50 mid 0 149.7 92 92 NG BM 4 Ashlar Avenue-STA 13+00 mid 0 150.6 93 92 NG BM_ 5 Ashlar Avenue-STA 13+50 mid 0 151.0 93 92 NG BM 6 Ashlar Avenue-STA 14+00 mid 1 149.3 92 92 NG BM 7 Ashlar Avenue-STA 14+50 mid 2 149.8 92 92 NG BM 8 Ashlar Avenue-STA 15+00 mid 3 150.1 92 92 NG BM 9 Ashlar Avenue-STA 15+50 mid 0 152.1 94 92 NG BM 10 Ashlar Avenue-STA 16+00 mid 3 148.9 92 92 NG BM 11 Ashlar Avenue-STA 16+50 mid 5 149.5 92 92 NG BM 12 -Ashlar Avenue-STA 17+00 mid 0 149.2 92 92 NG BM 13 14 15 16 17 18 No Max.Wet Rice SpG 'Road Mall Lab Test Please Note Key: Density(pct) Type The above tests represent spot tests only at the ,IM 138.8 2.465 IM19.OD RP&CS locations noted. Full time visual observation of NG-Nuclear Gauge SM 139.2 2.440 SM12.5D RP&CS materials placed (ASTM D2922&D3017) BM 162.6 2.605 or methods of placement should not be inferred. FROEHLING&ROBERTSON,INC. Daily: cc: F:1Projects P7111)71- 1CMT1 Asp.xls f&D Bituminous Density Client: Project: I� 7-24-15-asphalt Old Trail Village 71S0222 Report Date:8/10/2015 1005 HeatherCroft Circle Old Trail Village-Block 28&29B Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet,VA 22932 Phone 434-823-5154 I Fax 434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design j (in) _ (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 12 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 156.9 Backscatter 96 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 10+20;right lane D2041 approximately 5 feet from center line. _ 13 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 154.5 Backscatter 95 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 11+10;right lane D2041 approximately 7 feet from center line. - _ 14 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 157.0 Backscatter 97 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 12+10;right lane D2041 approximately 5 feet from center line. - _ 15 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 151.2 Backscatter 93 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 13+10;right lane D2041 approximately 5 feet from center line. _ 16 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 154.0 Backscatter 95 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 14+10;right lane D2041 approximately 5 feet from center line. _ _ _ 17 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 154.6 Backscatter 95 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 14+10;left lane D2041 approximately 5 feet from center line. _ 18 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 155.3 Backscatter 96 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 13+15;left lane D2041 approximately 7 feet from center line. Page 1 of 2 1 Bituminous Density Client: Project: r 7-24-15-asphalt Old Trail Village 71S0222 fROEHLINO•RODE A TOO,..4G. Report Date:8/10/2015 1005 HeatherCroft Circle Old Trail Village- Block 28&29B Crozet Office Test Method:ASTM D 2950 Crozet, VA 22932 Golf Drive 6181 Rockfish Gap Turnpike Crozet, VA 22932 Crozet VA 22932 Phone'434-823-5154 I Fax 434-823-4764 Test Results Max Wet Max In Place Probe Min/Max Retest Test Mix Thickness Density Density Density Depth Percent Comp. Gauge Test# Of Date Test Location Material Design (in) (pcf) Source (pcf) (in) Comp. (%) Remark SN Technician 19 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 154.2 Backscatter 95 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 12+20;left lane D2041 approximately 3 feet from center line. - 20 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 152.1 Backscatter 94 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 11+20;left lane D2041 approximately 5 feet from center line. - _ _ 21 7/24/15 Site-Roadway: Base BM2 3 162.6 BM25A/ 151.6 Backscatter 93 92/98 36332 Khaterzai, Belgrove Street Station ASTM Reshad 10+20;left lane D2041 approximately 7 feet from center line. Remarks Comments Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter" Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Calibrated By 36332 Troxler 3430 2273 715 7/24/15 Page 2 of 2