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HomeMy WebLinkAboutSUB201500112 Calculations Road Plan and Comps. 2016-04-25 Proofroll Activity 4-25-16-DFR ( Report Date:5/2/2016 raa..uu.•.pis.no..Ire. Crozet Of ice Client: Project: 6181 Rockfish Gap Turnpike Croaat,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners PtIrt:U Lopez Dunlora V Fax 434823-4764 ChadottesWlle,VA22902 Dunlora Charlottesville,VA22911 Date: 04/25/2016 Location: Building Pad Category: Soils/Earthwork Location Details: South west of culdesac.Area approximately 100'x60' Coverage: Proofroll Mather: Clear Pir Temp.(deg.F): 80 Personnel: Boxier,William Description of Wbrk Completed V1brk Description: Observations of earthwork operations Proof Roll Equipment: Loaded Articulated Dump Truck Subgrade Material Description: Red clay Detailed Soils Description Soils Moisture Condition General Description Location(s)Observed Moist Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Corrrnents/Observations: F&R was onsite as requested to observe the earthwork operations onsite and evaluate subgrade conditions. F&R observed a proofroll using a fully loaded tandem axle dump truck in an area just SW of planned cul de sac. Subgrades were found to be firm and stable and ready for the placement of new structural fills. in addition,F&R collected a bulk sample for standard proctor testing. Discrepancy Recorded?: No Page 1 of 1 -114 Proofroll Activity 4-26-16-DFR Report Date:5/2/2016 rwactuaNO•OMifloN.INC. NINNN NNOYNVNII Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 04/26/2016 Location: Building Pad Category: Soils/Earthwork Location Details: South west of culdesac.Area approximately 12 ft below finished grades Coverage: Proofroll Weather: Clear Air Temp.(deg.F): 80 Personnel: Boxier,William Description of Wbrk Completed Work Description: Observations of earthwork operations Proof Roll Equipment: Loaded Articulated Dump Truck Subgrade Material Description: Red clay Detailed Soils Description Soils Moisture Condition General Description Location(s)Observed Moist Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Comments/Observations: F&R was onsite as requested to observe the earthwork operations onsite and evaluate subgrade conditions. F&R observed a proofroll using a fully loaded tandem axle dump truck in an area just SW of planned cul de sac. Subgrades were found to be firm and stable and ready for the next fill lift. Fill placement procedures and compaction efforts were found to be satisfactory. Discrepancy Recorded?: No Page 1 of 1 Proofroll Activity , /20 s • PUOCNUNO•\OSSnON.)NG 6rwwfY�lJovlMl Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:L1 Lopez Dunlora V fax 434-823.4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 05/09/2016 Location: Site-Roadway Category. Soils/Earthwork Location Details: Shepherd's Lane Coverage: Proofroll Mather: Clear Air Temp.(deg.F): 70 Personnel: Boxier,William Description of Work Completed Work Description: Observations of proofroll Proof Roll Equipment: Loaded Articulated Dump Truck Subgrade Material Description: Brownish red Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Comttents/Observations: Road subgrades were observed to be firm and stable,as little to no pumping or rutting was noted under the load of the dump truck. Discrepancy Recorded?: No Page 1 of 1 I Proofroll Activity 5-16-16-DFR Gi Report Date:5/20/2016 magnum,4 401144",IN4 Crozet Office Qrelk: Project: 6181 Roddsh Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners P&L:LJ Lopez Dunlora V fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 05/16/2016 Location: Building Pad Category. Soils/Earthwork Location Details: Building pad#9 and roadway to north of pad. Coverage: Proofroll Type: Inspection Mather: Clear Air Tentp.(deg.F): 63 Personnel: Crismond,James, Technician Description of Wbrk Completed Work Description: F&R technician arrived on site as requested for proofroll of building pad number nine and roadway north of pad. Proof Roll Equipment: Loaded Tandem Axle Dump Truck Subgrade Material Description: Reddish brown,Sandy elastic SLT,&brown Sandy SLT Detailed Soils Description Soils Moisture Condition General Description Location(s)Observed MoistNery Moist Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Comments/Observations: F&R technician observed pumping and rutting in building pad 9,under wheels of loaded tandem axle dump truck.Technician recommended material be dried back and static rolled. Roadway(Shepherd's Court)appeared to be stable and well compacted under wheels of a loaded tandem axle dump truck.Material is ready for next lift. Discrepancy Recorded?: No Page 1 of 1 Proofroll Activity 5-19-16-DFR Repot Date:5/20/2016 0....•OOOCOIOOM.INC, 60..YIa-,-'-' Crozet Office Client: Praject: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners Altn.:U Lopez Dunlora V fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 05/19/2016 Location: Site-Roadway Category. Soils/Earthwork Location Details: Stations 12+50 to 13+96 Shepherd's Court Coverage: Proofroll Mather: Clear Air Temp.(deg.F): 70 Personnel: Boxier,William Description of V1brk Completed VVbrk Description: Observations of proofroll Proof Roll Equipment: Loaded Articulated Dump Truck Subgrade Material Description: Brownish red Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Corrrnents/Observations: Road subgrades were observed to be firm and stable,as little to no pumping or rutting was noted under the load of the dump truck. Discrepancy Recorded?: No Page 1 of 1 Proofroll Activity 5.20-16-DFR ► Repot Date:520/2016 (•a[Mu1N•UbStflOM.INC. gr.yarrr.ui Crozet Office Client: Project: 6181 Roddsh Gap Turnpike Crozet,VA22932 Dunlora VLLC 7100032 Phone:434-823-5154 C/o Mlestone Partners Pttn.:LJ Lopez Dunlora V Fax 434-823.4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 05/20/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Residential Lots:9-11 Coverage: Proofroll Mather: Clear Air Temp.(deg.F): 70 Personnel: Boxier,William Description of Work Completed Work Description: Observations of proofroll Proof Roll Equipment: Loaded Articulated Dump Truck Subgrade Material Description: Reddish brown Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Comments/Observations: Subgrades were found to be firm and stable as little to no pumping or rutting was observed under the load of the dump truck Discrepancy Recorded?: No Page 1 of 1 Fill Monitoring Activity 5-25.16-DFR Report Date:6/22016 I11GiMu1N•11e;[SON.INC. Crozet Office Client: Project 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Mn.:LI Lopez Dunlora V Fax 434-823-4764 Charlofesulle,VA22902 Dunlora Charlottesville,VA22911 Date: 05/25/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Lot 12 Coverage: Fill Monitoring Type: Observation Mather: Sunny Air Terry.(deg.F): 80 Personnel: Hoskin,Jeffrey, Technician Description of Wbrk Completed PLEASE NOTE:The tests and/or observations below and those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork Momentum Subcontractor: Work Description: F and R representative arrived onsite as requested to observe a proofroll and to determine compaction percentage of building pad located at Lot 12.Compaction results and proofroll appeared to be within specifications. Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Corrpaction Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) Main area of Moist/Somewhat Reddish sandy silt with 8 Smooth Drum Yes Yes building pad Dry Mcah and trace gravel Roller/ Sheepsfoot Roller Other Tests Performed: Proofroll,nuclear density test Determination: As Specified Discrepancy Recorded? No Page 1 of 1 ,1 ,i 5-24-16 thru 5-31-16 5-24-16 thru 5-31-16 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LJ Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Ted$ c 1)0011' Proofroll Activity 5-24-16-DFR Fill Monitoring Activity 5-26-16-DFR Soil Nuclear Gauge 5-26-16-NG Fill Monitoring Activity 5-27-16-DFR Soil Nuclear Gauge 5-27-16-NG Field Observation Form 5-31-16-DFR Soil Nuclear Gauge 5-31-16-NG Page 1 of 8 . ►. 1, 14) Proofroll Activity 5-24-16-DFR Report Date:6/1/2016 P1fOf:iK..a fltl0[O1110M.1MC /�... fyw4rlffWfbl11 ry Project: Office aunt: Pf oject: 6181 Roddsh Gap Turnpike Crwet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:U Lopez Dunlora V Fax 434823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA 22911 Date: 05/24/2016 Location: Site-Roadway Category, Soils/Earthwork Location.Details Shepherds Ln. ,cul-de-sac Coverage: Proofroll Type: Inspection Frequency. Periodic Weather: Sunny Air Temp.(deg.F): 82 Personnel: McLaughlin,Jesse L Description of Work Completed Work Description; Observed proofroll,preformed by loaded articulating dump truck. Tests Performed: Proofroll Proof Roll Equipment: Loaded Articulated Dump Truck Subgrade Material Description moist Reddish brown,sandy elastic Silt with trace gravel and with mica Detailed Soils Description Soils Moisture Condition General Description Location(s)Observed Moist moist Reddish brown,sandy elastic Silt Shepherds Ln. ,cul-de-sac with trace gravel and with mica Note Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Other Comments/Observations: Observed top soil removed from.Shepherds Ln.Cul-de-sac and part of lots 4,5,and 6 Observed proofroll of existing soil on Shepherds Ln.cul-de-sac.Area appeared stable with no movement visible. Deternlination: As Specified Discrepancy Recorded?: No Page 2 of 8 0Fill Monitoring Activity � '�D� Report Date:6/12016 4/wrtif+blraLn Crozet Office Client: Project: 6181 Roddsh Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Pttn.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 05/26/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Lot 11 Coverage: Fill Monitoring Type: Inspection Mather: Sunny Air Temp.(deg.F): 78 Personnel: Boxier,William,Technician Description of Mt*Completed PLEASE NOTE:The tests and/or observations below and those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork Momentum Subcontractor: VVbrk Description: F and R representative arrived onsite as requested to check compaction percentage of building pad. Fill Monitoring Sunny Placement Fill Moisture Fill.Material Lift Compaction vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) Residential Lot 11 Moist/Somewhat Brown sandy silt with 8 Sheepsfoot Yes Yes Dry trace Mca and little Roller gravel Observations&Comments: Fill placement procedures and compaction efforts found to be satisfactory. Other Tests Performed: Nuclear density test Determination: As Specified Discrepancy Recorded? No Page 3 of 8 CO 4- 0 Tr o m tn N c m • d t.a E - LL m� 53 . • Ogc — Q CIS e N M a 0 a� " im3 M > 0 a N m $ooc • •' 0 0 7 7 L cf g N S 0. • rn 00U aE �` v • t . Y N C. '. o aG v -J ,:; J of m to C (7 y aaao m o • a n CQ re m N 2 CN a • o. .— • C o ° E ' 2 d► Cm C .ei oL I" E. c V 000 0.io ; 40 � E o c5 W EE ,�c CD E • 0. °'a W co � ' i0 d8 Q W V m'C 0 Z 40 � o ¢ m ' Om • Q m m a+• 2 o a 8 " a` C co co 4 m CO t0 C J °s_ " FG N O i7 m CO r co igE LL v 4 E J c •+ M 0 • 0m0a ~ ~ 0 Fill Monitoring Activity 5-27-16-DFR Report Date:6/12016 /MCtMLIMt•tN1MtCM.INC. Crceet Office Client: Project 6181 Roddish Gap Turnpike Crozet,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LI Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: ' 05/27/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Lot 12 Coverage: Fill Monitoring Type: Inspection Mather: Sunny Air Temp.(deg.F): 80 Personnel: Hoskin,Jeffrey,Technician Description of Work Completed PLEASE NOTE:The tests and/or observations below and those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General.Contractor: Earthwork Meadows Subcontractor: V1brk Description: F and R representative arrived onsite as requested to check compaction percentage of building pad. Fill Monitoring Summary Placement Fill Moisture Fill.Material Lift Compaction Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) Main area of Moist/Somewhat Brown sandy silt with 8 Sheepsfoot Yes Yes building pad Dry trace Mca and little Roller gravel Other Tests Performed: Nuclear density test Determination: As Specified Discrepancy Recorded? No Page 5 of 8 co 15 CO m R co c • a r m G, I- =' cn C N OAF }. # rn N X b Z cD 2 Ot, m L. . A2 0: p D c c N m a g H « ` a � aQ.°'aio 0 • i U 0. H JW Jg V C 1p C • Q aoao . a 2. cv aT 0 v� a % a C'N C a6. 'C4 a 41:. 43 mm 12 g o m 6 a p'e co m p C :$ (La w 0 ua z` ami m s • Emu $= ot-. to . - V c o KO.o .I,. . �ma N fG EQ c m d • pe Mr goo ° � 0 N o d �• Q Il C.)• in Vv � r2 naw' • 2 o 0 o cr, 1 a` Wn N • C ri i 1-0 O V ? m 5 CO =€=g A` LL u a Z $'iCeym M N i N i2022 I— I— 0 Z O O. Field Observation Form 5-31-16-DFR Various Report Date:6/1/2016 ICOCMYMO•OOOCIRCOM.INC. IIMONNIM1rO)!Y>Lf1 Crceet Office Client. Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Mtn.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 05/31/2016 Location: Building Pad Category: General Location Details: Residential Lot 9 Coverage: Site Observation Type: Observation Frequency: Periodic Whether: Sunny Air Temp.(deg.F): 82 FMR Personnel: Brown,Ka-Tari Technician Description of Work Completed V1brk Completed: Site grading operations Tests Performed: N/A Observations: Fill placement procedures and compaction efforts found to be satisfactory. Determination: As Specified Page 7 of 8 co w co o _R Mz a) iIcm V T e £4':, Ct. H n. y v 7 m m '— E ° m ;t a '— oE " m ii Oc }., f- rn Q Xdo N �p oL- M A a) 2V to 'o M O m C C m m ° 21- mo mE . ''a oa ;U ti x • M d(sec. m O m J A' c Q a 0 a o .. c ( -E E''`..." m e > mM^a W . , : va J C N C C�*N 3 c C1 p00 gmQc ° sm E o 'f''EE c cS m Ea 1 -c El-0'$ t: '� Emvo; • o0 Cr/ � % 3 Of � o • w 0 coo 7 a. O 2 O J co N cn2 d � Q C.) aimv Z 0w oa ' m c2 Z O Q.7) m ° N IoW . c M O 0 . a z 0) • • 1-o M o .o x LL) M a Y LL • S t. I_ - U, J C 11 0 .Y{ m11 == ..- m m jEmHN m 2i Ei<NI- _ rya. m m m M • m M I V m i a H Fill Monitoring Activity 6-2-16-DFR Report Date:6/14/2016 AOf ILJIN O OOOOO/OOO,IMO. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Miestone Partners Pttn.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 06/02/2016 Location: Building Pad Category: Soils/Earthwork Location Details: Lots 9-13 Coverage: Fill Monitoring Type: Inspection Frequency: Periodic Mather: Sunny Air Temp.(deg.F): 80 Personnel: Hoskin,Jeffrey, Technician Description of Work Completed PLEASE NOTE The tests and/Or observations below and those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork Momentum Subcontractor: Vibrk Description: Mass Grading Operations Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Compaction Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) Main area of Dry Greyish sandy silt and 8 Smooth Drum Yes Yes building pad reddish brown sandy silt Roller/ with some micah Sheepsfoot Roller Observations&Comments: F and R representative arrived onsite as requested to determine compaction percentage of backfill placed on lots 9-13.AJI compaction results complied with specifications. Other Tests Performed: NG Discrepancy Recorded? No Page 1 of 1 {—pI -I is a V W C7) A w V O CT A 4... 0 t A x ' *1311 5 W • F4,3 IS aaaa » 2T ; D dr. ' 5 9 9 5 r � T i cco � co q 5$ a a a a o 0) 0) O) CA _ r r r r N N N m ° 0 0 0 0 Z. m m m tai o) d> rn 0) w aco co F m 3 N N N N CO CO CO w O la 8 8 8 8 a m w w m , v xl " Cn Dlv 2. 0 l ADADO. o0ZG) Z •a• � C K N 'II D 7 coa o D1 W B0 o co C r @ coo co co ao e»3 CD 0a . V0000V--o2 -I 3 3 sI AwwA w3 2. aM a 4mmv w Via ' m 03 <. � r m e w •a rn rn e.<,.a'-a m N n a 7 N N m 0 co" v) M-0 acp ,Z o = elto I- 0, m • O ^0v N m co ao Oo Oo 7.9 O . : N x n O a n 0 c 0. 11CocococolW w77-i —I -1 - _ Cr V a) CA n C XXXX O O O9k . x 0.. CCPD N - W: ° O N 0) �W �• ► Eli rio N N IV N cil:LIO C1) w ST.-.e O 3• G a O O QOM QOM --1 coo co co co z C07) U CCA 001...,0. N N 3( o o 0 0 0 w w w w m ro g ; x3 wwwwWcc 5 > ? = a co C C C C n ...1.i. 3 F..) -0 CD N N feD O CO. `C `4 'G K F 73 J ri CD 3 m Fill Monitoring Activity 6-7-16-DFR ( Report Date:6/14/2016 NDCNLINO•NOflflON.INC. Cramet Office Client: Project: 6181 Roddsh Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners Ain.:LJ Lopez Dunlora V fax 434-823-4764 Charlottesulle,VA22902 Dunlora Charlottesflle,VA22911 Date: 06/07/2016 Location: Site-Roadway Category: Soils/Earthwork Location Details: culdesac location Coverage: Fill Monitoring Type: inspection Frequency: Periodic Whether: hot Ar Temp.(deg.F): 86 Personnel: DeFeis,Matthew P,Technician Description of Wbrk Completed General Contractor Earthwork momentum Subcontractor: V1brk Description: Mass Grading Operations Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Compaction Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) culdesac Moist grayish brown silt 10 Sheepsfoot Yes Yes Roller Observations&Con nients: The F&R representative arrived onsite,as requested,to observe the placement and compaction of soils for the area that will be a culdesac.The soils consisted of a Reddish Brown Sandy SILT(MH)with trace Mca.Soils were placed in loose 8 inches lifts and compacted with a sheepsfoot.Utilizing a nuclear density gauge,the soils were tested for Density,Moisture Content and Compaction.Soils placed on this date did comply with the construction drawings and specifications. Other Tests Performed: NG Determination: As Specified Discrepancy Recorded? No Page 1 of 1 vnrno , 3 1 col 03 $ �" X. s qrgS3 ;Ps-.. .;.'' :,.. i 1.. 4 I 3 II •• m pp _ Fr; 0 j m O K P g M N r FD c • "` a . 0 sw • v 01 N a D a C » C n li SU � = gN //1i 01� � O GI co AI � + co C ;O ad p � m ° »3 CD a3 mow •• v3 mo . - "px CC0 C" c g- _. A3c 0003 .4 N _ 0 3 � " < o < D m p� �E. 7 r o .• ui : ; • D A. N m coNN g • co I3o� N > yV.,J= n 7 p r No co i S m co ° Cp N S g z r) O 'a 3 � 0 0 0 -4 . 0 v v g a occ p� 4 f Oo Z ....� �9 1t • N W N to -t, c s 0 fb A W a p y, � wm33 0 Ec . o co CD g li'o 3 0 �, Fu• ll Monitoring.Activity DFR S7�f Report Date:7/222016 IOOLNYNO♦I OSttfOON.INC: CrozetOffice Client: Project: 6181 Roddish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners Pan.:U Lopez Dunlora V Fax 434-823-4764 ChadottesHlle,VA22902 Dunlora Charlottes ille,VA22911 Date: 07/12/2016 Location: Utility Trench Category: Soils/Earthwork Location Details: Sanitary Sewer line between Manhole Numbers 4&4A Coverage: F=ill Monitoring Type: Observation Frequency: Periodic Mather: Sunny Air Temp.(deg.F): 90 Personnel: Khaterzai,Reshad, Technician Description of VVork Completed PLEASE NOTE:The tests and/or observations belowand those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork Momentum Earthworks Subcontractor: V1brk Description: Fill placement near structures manholes 4 and 4A of the sewer line at about elevation-4 ft from proposed finished grades. Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Compaction, Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) Sanitary Sewerlines Moist Grayish brown,Moist, 12 Trench Yes Yes between MH 4&4A Sandy SILT(ML) Compactor Elev.(ft.)-5.0 to Elev.(ft.)-4 Observations&Comments; F&R representative arrived onsite to perform spot check of backfilling operations for the sanitary sewer line mentioned above. Contractor placed soil fill in 12 inch loose lifts at the above mentioned locations and compacted each lift using a trench compactor style compaction equipment. We evaluated the fill placement by visual-manual methods,by probing with a small diameter steel rod, by observing the response of surficial soils under equipment loading,and by performing moisture-density tests by Nuclear Methods(ASTM D6938). Test results are attached and meet project compaction requirements. Other Tests Performed: Moisture-Density Test Determination: As Specified Discrepancy Recorded? No Page 1 of 1 46 2 a c c rn = c co co Co") as F.• T 0,7 N m ' c a o m is E m M c? ch li Y Y O 2 F- rn N 8 y� N > co co co 0 oT (ARchi co comAAAw m $ o 0 0 "'« cYa o 0 0 46 .. = = = t o c cc 0 o 2 '1= F- H » cr, F-- 0 B .c N a.5 c co co co m Q J 3 A" 8 .6 . c Q aO o.� 0• o m O. • Cs1w E No cQv a Q N > WjEj0 7 �. C7 OO NOrn ti N .N.O ��. �$ 0 000 IE rco ao :o °�..n n n bio fA a c0- c0 c0 `g 0 62.i 0 42 el 1Q c4175 IN . Ys ( Nii. c4 � =, 2 2 2 ' 2 2 2 . 0. N.� N N y r` Q a S o o • = Z iii Z w O . '5 r Z co G mo Q < Q co c5 fv -N N C N 0 az f0 cg o N N 8 Q v- a 0 2 0 O 0 2. 2• >.as cp 0E E E x •X •R $ a a a III i i I-G G do Cc) L Y x n a W30 i c CC IE IDDD IE >?r 4 _ g 2 ° H F- a ro o a Fill Monitoring Activity 07-' 16DFR ' Report Date:7/22/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Mtn.:L i Lopez Dunlora V Fax 434-823-4764 CharlottesHlle,VA22902 Dunlora Charlottesville,VA22911 Date: 07/13/2016 Location: Utility Trench Category: Soils/Earthwork Location Details: Sanitary Sewer.Line between MH 4,4A, adjacent to Lot 2 Coverage: Fill Monitoring Type: Observation Frequency: Periodic 1Meather: Sunny Pir Temp.(deg.F): 92 Personnel: Khaterzai,Reshad, Technician Description of Work Completed PLEASE NOTE:The tests and/or observations belowand thoserecorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork Momentum Earthworks Subcontractor: Work Description: Fill placement between sanitary manhole structures 4,4A,and adjacent to Lot 2. Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Compaction vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches). Sanitary Sewer Line Moist Grayish.Brown,Sandy 12 Trench Yes Yes between MH 4,4A, SILT(ML) Compactor adjacent to Lot 2 Elev.(ft.)-2.0 to Elev.(1t.)-1 Observations&Comments: F&R represritative arrived onsite as requested to perform spot density testing on backfill operations at the above mentioned location. Contractor placed soil fill in 12 inch loose lifts at the above mentioned locations and compacted each lift using a trench compactor style compaction equipment. We evaluated the fill placement by visual-manual methods,by probing with a small diameter steel rod, by observing the response of surficial soils under equipment loading,and by performing moisture-density tests by Nuclear Methods(ASTM D6938). Test results are attached and meet project compaction requirements. Other Tests Performed: Moisture-Density Test Determination: As Specified Discrepancy Recorded? No Page 1 of 1 coon 00 o „ca o o yy Ly a � .. V t �CU N N y ,.. P ! � 0 E e :t, NNN , ' ~N N • ' a' ! M C? c? M M 1L Y Y Y X Y o M 2 I 11 M10. 10 8 2 N_ 'j CV N PI N F" . (43,==,Oi Obi Obi i- c'' •.: .7, 88c''') 88 ,• • {, 8 8 8 M d pp O oo .` 3 • 1. A A C A CA •"I CAIN 26 f6 v C m 1 N N N N ,T18 -0, T8 th O mE C c u 0 co rn O a0 H H H N N GI a rCO= C) mE min � rn F a0 1- 40 • ,x(p Na E f0 CC CC CO fO . . m a 3 g. 8 mM C '; :uCi ac Pr CO• et r, 1.0 to e. In_ cm CQ ',Fa ' F > 8 § 100000 ig D- CV oeON) CM dm et > N. CV (1 j03 U y O. • y co 0 iEV er et et v, a ++::, V ODU ,C ..0 . 000 , U o Em 1-� oP�r n n r r- , ,o d a e coi0... c0 CO 00 oor. o Cr) ; .,c 'g Q Q ¢ Q Q N N G O _ r c2 L 2 rn rn(� rn 10 zo c o � � E E E D • .X .X rn — Srn rn rn In rn 2 2 2 t .•.• a E � FE .I m� 1O 1O 10 Com i i. M 10 M M M M M C (I) CI) Cr) 6. 1-G r r` r` r- r. 0 cry rSc cLi cry i a 10 W C C C C C gf�1 re f- > > > DD 3 t N`Y E Y m „ N M tt 1n CO .y CV M AV' in fO Fill Monitoring Activity 07-14-1e DFR Repot Date:722/2016 MO[NYNO•IIOOLOIOON.INC: .0.1.1110645.2.84 Crozet Office Client. Project: 6181 Rodfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Pan.:L.1 Lopez Dunlora V Fax 434-823-4764 Chadottemille,VA22902 Dunlora Chadottemille,VA22911 Date: ' 07/14/2016 Location: ' Utility Trench Category: Soils/Earthwork Location Details: Sanitary Sewer Lines between MH 4,4A,and 3 Coverage: Fill Monitoring Type: Observation Frequency. Periodic Mather: Sunny Air Temp.(deg.F): 90 Personnel: Hoskin,Jeffrey, Technician Description of 1Nbrk Conipieted PLEASE NOTE:The tests and/or observations below and those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork Momentum Earthworks Subcontractor: Work Description: F&R representative arrived onsite to spot check compaction using a nuclear gauge located at the sanitary sewer line. Fill Monitoring Summary Placement Fill Moisture Fill Material Lift Compaction Vibration Density Location Condition Description Thickness Equipment. Used? Tests Taken (inches) Sanitary Sewer Moist/Somewhat Brown sandy SILT(At) 8 Trench Yes Yes Lines between MI-I Dry Compactor 4,4A,and 3 Elev.(ft.)-1.0 to Elev.(fL)-1 Observations&Comments: We arrived onsite as requested to perform spot density testing on backfill operations. The contractor placed soil fill in 8 inch loose lifts at the above mentioned locations and compacted each lift using a jumping-jack style compaction equipment. We evaluated the fill placement by visual-manual methods and by performing moisture-density tests by Nuclear Methods(ASTM D6938). Test results are attached and meet project compaction requirements. Other Tests Performed: Moisture Density Test Discrepancy Recorded? No Page 1 of 1 .... m g r �, elm g AL £w a fh H 15'.15 M. IL 2 G r N0, c c p •5 as 2 _. om c c m m . 2 H 0- AAU mm : ~ ao v n-c �' N uY, .a Q coce m a .; = o Jw ° ._i8 $ < $o am i o . E Cow N Uo a a I_ jEI N to. 8 • ,..- -,—r, ' . = �^ NS ' � x � m , $ "" 7Ccol 1, f c d *ae oD_ ao r. OT L� 3 � 0m o • , W a ea N f- ' N ,,g't= p• Q. W cCo 2Nt 2 w I Loao c .2. Q Od a as 2 8 c � 2g ii 3 iE JO N E WWW if N 0 Io c.)a - - 09-14 thru 09-16 DFR 09-14 thru 09-16 DFR Report Date:9/21/2016 rw*CNUNO•OOSEflON.INC. Crozet Offlce Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:U Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 09-14 thru 09-16 DFR 'l tle Descri ion r . Fill Monitoring Activity 09-14-16 DFR Field Observation Form 09-14-16 DFR2 Soil Nuclear Gauge 09-14-16 NG Field Observation Form 09-15-16 DFR Field.Observation Form. 09-16-16 DFR Page 1 of 6 Fill Monitoring Activity 09-14-16DFR Report Date:9721/2016 Crozet Office Cleat Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners Pan.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 09/14/2016 Location: Site-Storm Sewer Category: Soils/Earthwork Location Details: Existing M1 to M-I#100-120 Coverage: Fill Monitoring Type: Observation Frequency. Periodic Mather: Sunny Air Temp.(deg.F): 92 Personnel: Brown,Ka-Tari,Technician Description of V1brk Completed PLEASE NOTE The tests and/or observations below and those recorded at this project site on this date in other related F&R reports represent spot tests only at the locations noted.Fulltime visual observation of materials placed or of placement methods should not be inferred. General Contractor: Earthwork Momentum Subcontractor: V1brk Description: Soil Fill placement Fill Monitoring Summary Placement Fill Moisture Fill.Material Lift Compaction Vibration Density Location Condition Description Thickness Equipment Used? Tests Taken (inches) Existing MI to MH Moist/Somewhat Brown grayish material 12 to 18 Rammax Yes Yes #100-120 Dry with aggregate and mica Observations&Comments: Contractor placed 2-4 lifts of soil in storm sewer trench from Existing M-1 to MH#100-120.Each lift was 1ft-1.5ft of soil.Compacted each lift with a vibrating rammax.Elevation:4ft below Other Tests Performed: Nuclear density testing Determination: As Specified Discrepancy Recorded? No Page 2 of 6 Field Observation Form 09-14-16°F Report Date:snlrzols various Crozet Office Client. Project 6181 Rockfish Gap Turnpike Croaet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LI Lopez Dunlora V fax 434-823-4764 Charlottesuiie,VA22902 Dunlora Charlottesl.file,VA22911 Date: 09/14/2016 Location: Jobsite Category: Soils/Earthwork Location Details: Stock pile Type: Observation Frequency: Periodic Mather: Clear Par Temp.(deg.F): 80 F&R Personnel: Khaterzai,Reshad,Technician Description of Work Completed Work Completed: Soil evaluation Observations: As requested and F and R technician visited the site for off site borrow soil evaluation for using as a utility trench backfill.The stock pfle of 21A was too dry and it can be used as trench backfill if it is moist uniform before placing to the trench.Contractor elected to reschedule observation on a later date. Determination: As Specified { CD 15 n Q� !� ._ Ca as _V _ co to E m Y as Y V 7 7 N N Esc022 1:5 m c,,--- N L m Im oXo r Q) N � Ee - cam N m c.) cc, g m or m 0 N g h > •• o'N C acX MM N V KVpN V0 O o 0 � C 2OQ O H 1- .E.,-, DCEc6 • a IooaQ. v • ca . . y-c r o cc w . . • 0 • 0.13 o , J J m Q $oa`So ,daa ; T • O k; I PI c . p, - a,'�, m0la �- E_ e m o 0 4-- E m c.) L0 uo '' a'G V CICU aGao o 'i... fid` a0 a)0 o a� Em o ff o« co co .aE ' s of ; E o • H c 0 o • N Nfn M 0 4u d a> W o • dm o r_ Co) 0 w OV Z to O aao aQ. O . r C t c • ooC12 o . O M M . y. > • Z a L CO CO p L. Q' Yq _ a1X Q v . y 'a Im M • I# 1- 3 • co 1 n • ) J fn 'II Cgs m N in II Y Cp Pro L • 0 o U O. Field Observation Form 09-15-16 DFR 0 Various Report Date:9/21/2016 rwecwuaw•w4\c 4.....0. Qromet Office Client: Project 6181 Rockfish Gap Turnpike Croat,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Milestone Partners attn.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: ' 09/15/2016 Location: Road-Driving Lane Category: General Location Details: Coverage: Time Worked Type: Observation Frequency: Periodic Vlkather: Cloudy Air Terrp.(deg.F): 75 F&R Personnel: Khaterzai,Reshad,Technician Description of VVork Completed V1brk Completed: Contractor requested observation at 9:30 AM.F&R technician arrived onsite at around 11:00 Am due to conflicts of scheduling.Contractor elected to push back work activities to a different date and will reschedule observation and testing. Page 5 of 6 Field Observation Form 09-16-16 DFR Gt• Various Report Date:9212016 I NICNNNw•100;INTCAN.INC. FwwlgllllF)ws NN Project: c OfficeCilert:. Project: 6181 Rockfish Gap Turnpike Croaet VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Miestone Partners Plan.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 09/16/2016 Location: Utility Trench Category Soils/Earthwork Location Details: Road crossing pipe 96 between existing structure and structure#100 Type: Observation Frequency Periodic Mather: Cloudy Par Temp.(deg.F): 70 F&R Personnel: Khaterzai,Reshad,Technician Description of Wok Completed Vtbrk Completed: Trench backfill Observations: Contractor placed a lift of 21A approximately 8"and compacted with a trench roller,but due the fill material not having a uniform moisture content,the lift did not meet compaction requirements as outlined by the project documents.Contractor elected to backfill the area with VDOT No.57 stone up to 18 inches below proposed finished subgrade..We understand the contractor will schedule fill observation of subbase stone on a later date. Detertrination: As Specified Page 6 of 6 fpField Observation Form 10-18-16 DFR pcR Various Report Date:11/4/2016 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Dunlora VLLC 7100032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 10/18/2016 Location: Road-Driving Lane Category: Soils/Earthwork Location Details: See attached Location Plan Coverage: Sample Retrieval Type: Sample Retrieval Frequency: Periodic Weather: Clear Ar Temp.(deg.F): 75 F&R Personnel: Boxier,William ,Technician Description of Work Completed Work Completed: Sample retrieval of pavement subgrade for laboratory testing. Tests Performed: Sample Retrieval Observations: Two samples retrieved from pavement subgrades for laboratory testing. Determination: As Specified See 10-18-16 Location Plan.pdf in the documents section at the end of this report. Date Image Taken: 11/04/2016 Photographer:DeGaetano,Thomas Page 1 of 2 s o s p s N �.�.�.. NVId 39VNIVII0 V 9NIGV2i9 cLL �vt4 a` sLH3.No,irnnco sioU[i/i[ 4 ® VA'TINVW391V JO ALNNOJ p 6`�'F SlN3NMOJ UNnoJ si12"Dt [olli/If d 3 o o b - p„l SN3MNOJt7:g s /./s o a '' i x 5 x , NVid OdM IS`d2JO1Nf14 a'' vOg' 4d :"- ." s mxan"umvlw+xmwnm! • % ••••* d f 1 O 2! J S N O 10114 I 1 - --I-- ‘ ‘14,-. - \ 40 aE A ,i R 4 , ,4 fq g ' 4W. , \ , :2 11/4111&* ' 4 \ Gi ,:,,,, k \ 7 _ _ !IC: \ iiii Ma 1 i , or 'Ph ji iii: b 9 tr.1,0v1iy:stavaiiio_k ulaii_w_____Ajy*-111444%rii401.0Xiatiggligkr 1,,1 116 N K(/ -o le114 i 1 1 Agra' 111:14i A tibili t �E . .4‘010%1-� :�� tlR�1. � fir/ WWw ( / i � . , �,qp � g,� 'u EKm r .C,8� FS // 040 0 \ o i Irk° 0 'i; g" EijilialisirigetwAle,A, 1111WK Rei � �.� i' i Lq99 ` y� ©\I� �yqyqy��` ..il �Q sDDDDD ,1�y�■■ Intl C� - # 0 0 . te 11--1 <1.,"1� 4. eil l, '� 1 I� ,' CR: �6�. �SG\\S 1$ /' pQo4k`to , vn ' e', le j � -= X11, / £_ I c -� 1 r pu I s. / Ek tab t lil i �11,'f ' �W �� / I I''g- ,' \ ' 1 4 ,ILROF leftgaa \,;i ,:-.. , ! I, !II an eek : r? >�a //1 = IDI :01.4)&101 1 a h = i / g_t l Ili V r I Ce W J CD X n- 0 cis co ,— c/) 6 Field Observation Form 11-07-16DFR Gen Various Report Date:11 1162016 magnums a CO,Rfg*M.INC. aMrtilY,rfivm Crozet Office Chart Project: 6181 Rockfish Gap Turnpike Crozet VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Alin.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Chadottesviile,VA22911 Date: 11/07/2016 Location: Site-Curb&Gutter Category. General Location Details: Coverage: Site Observation Type: Observation Frequency. Continuous Vlkather: warm Air Temp.(deg.F): 44 F&R Personnel: Weeks,Steven,Technician Description of Work Completed Work Completed Ok Tests Performed: N/A Observations: F&R arrived onsite as requested. Did not pour until 10:00&11:00 sent to other job Determination: As Specified Page 1 of 9 Concrete Placement 11-07-16DFRConc Report Date:11/162016 I'S..4S''•! Abc$JNb a aatbtb.N•,NCS 6/�Ma�bvbv W Crozet Office Client Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:U Lopez Dunlora V Fax 434.823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 11/07/2016 Location: Site-Curb&Gutter Category: Concrete Location Details: Curb and gutter along left side of 1st street on the right after entering jobsite Shepards Lane Lots 12-19 Coverage: Concrete Placement Type: Observation Frequency. Periodic Weather: sunny Ar Temp.(deg.F): 56 Personnel: Lawson,Benjamin G,Technician Description of lAbrk Completed V1brk Performed: Air,slump,temp,cast cylinders Tests Performed: Air,slump,temp,cast cylinders Cubic Yards Placed: 16.00 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 2 of 9 co O d O �r' c . aO — h ) 2 U (6„1- � i a g x �f m 1•. gm. "' N 10 N o � � p 04z u• o O O . S c c m BOJ a IL l's 0. 0 •- ,o CO v N o 3g E J C .N O V V U ` aF w C g :,f .3 fp, ,,,,,, d V o 4 o 0 e0 w j a E � W 11- 0 a. _ A � €o — Cli cm . �, o ` V R -� m o w V m � , m c E � E: V = e;- a 0. a> °° ao v n n F N S r # Y r a .t• #$ i- Y €I E LL iId dl a n m 10, 11:51 § im m W O 1 U€oOQ - . Concrete Placement 11-08-16 DFR Report Date:11/16/2016 ICOCMLMN C MOSCMICCM.IMC. hF+iglYFMV MC Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:U Lopez Dunlora V Fax 434.823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 11/08/2016 Location: Site-Curb&Gutter Category: Concrete Location Details: Curb and gutter Shepards Lane Lots 12-19 Coverage: Concrete.Placement Type: Observation Frequency Periodic Mather: sunny Air Temp,(deg.F): 56 Personnel Weeks,Steven,Technician Description of Work Completed V1brk Performed: Air,slump,temp,cast cylinders Tests Performed: Air,slump,temp,cast cylinders Cubic Yards Placed: 16.00 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 4 of 9 0)ov 0 • $ aI0 P U 1 Y - ° vm m m ° r a m f c in X a ;.: y- c, ,` C N . EW 1 8U > y m w " E N 4) A o m m m 4) V 0 O O -O O E z z g z m .O n C c N a a 2 s r O a. V ' °. oro n a V ai -ii m a v a' a J O NE O 5 W (I) c o g oE g.. N m C O m n 0 000 aF ,_ I g w w w w ., C- H. H i- f.) W w w w w V < o N v tQ Q EL W w w (,)1:1)0 E % N m 0 r ��` G � 1.:1.4..5.'.:,, Co 0 0 C E �` i' E,., 0 ' c o oa a m a ° v� °� N N r4 # R ..+ 2 M N M N i i g- L-L- I r I 0 Y_ � � � N N c7 V • n i:; I m 01 O N a -grir� m 3 ES a O O 1 re in 2.'3 U 0 0 o_ Concrete Sample Pickup 11-09-16DFR AST1N Cil Report Date:11/16/2016 ry10[N41N[ NM[[I[ON.INC. /�,, / am [�, Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Ptln.:U Lopez Dunlora V Fax 434-823-4764 Charlottestille,VA22902 Dunlora Chartottestille,VA22911 Date: 11/09/2016 Location: Jobsite Category. Concrete Location Details: Jobsite Coverage: Sample Pickup Type: Sample Retrieval(Only) Frequency Woather: Cloudy Ar Temperature(deg.F):54 Personnel: Baffles,William F, Technician Description of Work Completed Work Performed: Cylinder pick up Number of Sets Collected: 1 Condition of Specimens: Found as Cast Initial Curing: Exposed MinlMax Temp.Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 6 of 9 Concrete Placement 11-15-16DFR Report Date:11/162016 ,.O[NYN.•OOflflON,INC. �NIIYA'lYa Otl . Crozet Office Client. Project 6181 Roddsh Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Miestone Partners Atha.:W Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottestlle,VA22911 Date: 11/15/2016 Location: Site-Curb&Gutter Category: Concrete Location Details: Curb and gutter Shepards Lane Coverage: Concrete Placement Type: Observation Frequency: Periodic Vlkather: sunny Air Temp.(deg.F): 56 Personnel: Weeks,Steven, Technician Description of Work Completed Wbrk Performed: Air,slump,temp,cast cylinders Tests Performed: Air,slump,temp,cast cylinders Cubic Yards Placed: 48.00 Concrete Surrrrtary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 7 of 9 o' of or o 0) s J J J J 0 Dl l' , . . m X X .: .- , .: .-i.1 "a "a a . M Qv ai > w m O `p 0 ° E z Z Z Z. Z Z •p , 3 = .c . a` r- 00U ... . E -L‘ .." c`. a oa N Q mN J N �. t. J E r-I:CLFii c p . E E ' o o z o' '° 41• C p CO '._ tai m - °' '. °° °° — - a E 5 0 o o a'E t CO W W W W W . F E yw' 0 0 0 vim' '4 C N N I- E ( O1 W W W w IW CO V o .. a OD OD Oi N C 0 0 0 '- •Y G LL ' --, 'O t7) u�i 1 U) U ti N - mr w w w w w w O C 7 ..A... F 2 N N r' O c c° co co V i O O O r II E.-. u,t" C 7 9 t° v N O O 7 /!�A � a V V O Nel V V g 4 . ny Vr NNC n O N 'p9 w2 N N N el a co V ii I- I = N f,i E LL a 3 Q y v' U, <° N. w igf •U �`PI E , ... d E N ��i E 0 0 (0 CD m cD Y N' N C W 1 Urova ca Concrete Sample Pickup 11-16-16DFR f S•]�] ASC31 Report Date:11/162016 PROCHLINO•11OOCOlOON.INC. /1� �pywlilOilOYYVW p, C, Office Q t Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners Pan.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 11/16/2016 Location: Jobsite Category, Concrete Location Details: Jobsite Coverage: Sample Pickup Weather: Sunny Pir Temperature(deg.F):67 Personnel: Bailes,William F Description of Work Completed Work Performed: Concrete sample pick up Number of Sets Collected: 2 Condition of Specimens: Found as Cast Initial Curing: Exposed Min/Max Temp.Recorded: No Determination: As Specified Discrepancy Recorded?: No Page 9 of 9 Bearing Grade Observation 127-"DFR Report Date:1t27/2017 C. ° INO[IILIMU••••••....... Crozet Office Client. Project: 6181 Rockfish Gap Turnpike Croaet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:W Lopez Dunlora V fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Activity Date: 01/27/2017 Location: Road-Driving Lane Category. Soils/Earthwork Location Details: Sheperd's Lane Sheperd's Court Coverage: Bearing Grade Observation w/DCP Option Type: Observation Frequency: Periodic Weather: Cloudy Air Temperature: 48 FSR Personnel: DeGaetano,Thomas,P.E. Geotechnical Report No Specified Minimum Bearing Capacity: 0 psf Available?: Description of Vibrk Completed Note: Soil descriptions and classifications indicated in this report are based on visual observation and should be considered approximate. Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Work Description: F&R representative arrived onsite as requested to observe bearing grades for pavement construction for Sheperd's Lane and Sheperds Court Additional Observations: The subgrade soils were evaluated based on the observation of soils exposed by the contractor.We evaluated by visual-manual methods,by probing subgrade using a small diameter steel rod,and by referencing the available subsurface data.Bearing grades observed were visually classified as FILL and RESIDUUM,brown and red brown,wet,Sandy SILT(ML)and Sandy Elastic SILT(MI-I).Bearing materials observed were saturated and unsuitable for support for pavement construction.We performed three test pits along Sheperd's Lane at select locations up to 8 inches below exposed grades.In general, subgrade soils at these depths appeared to be suitable and showed high resistance to hand probe and were observed to be stiff residual soils visually classified as Sandy Elastic SILT(MI-1).We recommend the contractor scarify 4 to 8 inches below existing grades and recompact materials for support of pavement construction.We also recommend the contractor Cut and Replace with VDOT No.21A stone at select locations of excessive saturated materials.Additionally,we recommend reobservation of recompacted and dried materials for suitability of bearing for pavement construction.We understand the contractor will reschedule reobservation at a later date. V usual Soils Description Moisture Color Secondary Main Soil "With"or Additional Description Condition Soil Type Type "VNith Trace" Wet Red-Brown Sandy Elastic.Silt Fill and Residuum Wet Red-Brown Sandy Silt Fill and Residuum Determination: Discrepancy Deficiency Recorded: No See 2017-01-27 Location Plan.pdf in the documents section at the end of this Date Image Taken:01/27/2017 report. Photographer:DeGaetano,Thomas F , BearingGrade Observation 1-27-17DFR . , Report oma:ln7rzon . y (WtHUIN•fCft lON.INC. 6/1wY,lNibfpfO Crozet Office Client: Project: 6181 Roddish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Miestone Partners Fen.:U Lopez Dunlora V Fax 434-823-4764 Charlottesville;VA22902 Dunlora Chadottesville,VA22911 Page 2 of 3 SLv3HMQ,len'a.� sru�va ; t ' ss " M II 3SVHd NV1d 1011 NOD 1N3NIO3S V NOISO213 K i '''' OJ"4'" star Nrr 3' "\' SI 3 ppi Y ! Y I; VA 31riH3HlV AO.LLNno3 Q b N011dI1DS30 N0151/.3U SM..,41070.7 STOMA e a g a . 'U v. t. Nt/ld OdM A b11O1Nf10 -.� ..... dnoUD SNowwia. m...... lq-OI IO Pe SN -°•"'-`•-•••••• wpICM�USLL•�VMJI NOIUA YIIW • • •WOnON•YO•IID s y T LL d v N D /- i0 eoy�y� ivy4 t©0Yw 741 ; \ S R 1� ;E \ r� 0 \(' 11-14 /I!' , ‘'''' �' �,* -•••• '34110111-11001�trOiloikaik — &A/141k 1 s `�' �r "Ili I 1r At ��/I �����'/%•�D�a��p`®0����1j���.��1{y, ��l 011 ,,,,,40,0,-,/,,,,:00,e);‘,40014,,,C401926--.044ialiliSii eMililfr vtlirli ' / \ tit9,1..11.9.144/ irg l",141111 11111114:41111".' 111 I i / ,l'I''.---7/ 1 SUM till 111 I ,. J:,, 1;� � R� ��MEM lliWil ill pit. / i A / \ ,ilt, :: ,r ws 1- --/ /,, ,, Milli , 1 ,i . . .. . , alb gig.v ® 1, -._-4__ ., . i / 030 11x■- .� 11.:� , j fid\ 0i' 04‘....e....,_,,-400. ,'"," I I 491k�5 • 1 �r I' ' I , Z a ''x 1I �'�ftr GGG:::C 1. i.:. , 10 �kr0 � !��_ I�7�7 k�we; ► opo ' );1 ' 101; � � E•1 r z ` i 1 1 -Ri II NV/(SGiSi DI O1 1 � � pyI pp,,&�yy 1 �, r" /4,, z j U -1 *rip --T• '' ''' ' all:::\r1 IF I 4 .6- N -1 Amo ►'moo-- 1 �l i. of d 'r YY i li 11 i- � \%• 1 1 1 !3, - - R 1 i0 tl � t 1 i R5 �. lgi R g V Viii '2'tis I I I10 I I i 1 I I® N ► ®®®®®®®®0® 1 i g s J 0Proofrol I Activity 01-30-17 DFR Report Date:2/1/2017 • MO[MLMM•[W[[nOM.IMO. Crozet Office Client. Project: 6181 Rodddsh Gap Turnpike Croaat,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 01/30/2017 Location: Road Driving Lane Category: Soils/Earthwork Location Details: Sheprards Court Coverage: Proofroll Type: Observation Frequency: Periodic Weather Cloudy/Windy Pir Terry.(deg.F): 33 Personnel: DeGaetano,Thomas, P.E. r------ ' Description of Wok Completed V1brk Description: Observation of pavement subgrades Additional Tests Performed: Visual-Manual,Proofroll Proof Roll Equipment: Loaded Tandem Me Dump Truck Subgrade Material Description: Red Brown,Brown,Sandy Elastic SILT(MH)and SILT(ML),Moist to Wet Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Sunmary of Proofroll: Corrections Required in One or More Large Portions of the Tested Area Due To Pumping and/or Rutting As.Noted Below Summary of Locations Requiring,Correction LOCATION/CONDITION I UNDERCUT VOLUME I BACKFILL (If Undercut Was Not Performed,Values Below I (Blank Cells Indicate Fill Placement Was Not -- Are Subject To Revision) 1 Observed On This Date) Location Pupping/ Undercut Approx. Approx. Ppprox. Backfill Compaction Compaction Rutting Performed Area of Depth of Volume of Material Method Confirmed While Undercut Undercut Undercut Onsite? (ft2) (Inches) (yd3) See attached Pumping& Yes- 460 18 25.6 Replaced Smooth Proof Roll location plan Rutting Undercut with VDOT Drum Roller 21A material Other Convents/Observations: Observed undercut within the primary cul-de-sac. Area 1:54 CY Area 2:26 CY Contractor prepared subgrades using a smooth drum roller compaction equipment and replaced undercut materials with imported VDOT 21A stone. Determination: As Specified Discrepancy Recorded?: No Page 1 of 3 Proofroll Activity 01-30-17DFR Report Date:2/18017 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Croaat,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 Go Miestone Partners Pen.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesdlle,VA22902 Dunlora Charlottesville,VA22911 See 2017-01-30 Location Plan.pdf in the documents section at the end of this Date Image Taken:01/31/2017 report. Photographer:DeGaetano,Thomas Page 2 of 3 Proofroll Activity 01-31-17DFR r&p Report Date:2/1/2017 11181 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners P16n.:U Lopez Dunlora V Fax 434-823-4764 Charlottes4lle,VA22902 Dunlora Charlottesville,VA22911 v.. tk Page 5 of 5 s w ,YN ..: - d*.,..' x d s 'd"r r :,.4-..-..:.-' '. .. 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'u *} 9' . z , k" W4 t 3'1;3 b • • • • • • • • yirt '-•,'-...,„':::',..,, ,-.!r..-: --•-'i....,•;-•-•--4-'- '- .":',"••• � dx + - em y,� Y -.P 'a,_ - .7'�£ •h<,e�Fi= i - '+ tK"' �` wywrr ', 'r7.a. p" `c +w 4 a '- r :;k * . • • • • a •• �W, z' t �.. �+ s : n•; aft,d. .� --. °. • � � to _ �{ r' , +d v�,.. � ,t.g e��z ,y -',',','•-',.'-:-.• ,+ , • rr; ;� 7.t�t4 a,:< ` •• ,..:,t--4,.),!.,...: .a a; �t� r, � -',.: •-•-.P..-3,'!."1;,-..--.,-.'-',;. ''la a� ,w'� t :.3rt • v is • s R ... i J ;: -'.::...4.';'(-,.!:::••• •-•;1*-?;'..":. :, i a t5 ^G,. �' k ` • N. A * � r• 9 � • .-:•;-r..--.•••,-,,,.--......:::', ,�;-'. I L ',t #r • • • 4k a • • k ' `� x f t,.a , # y a••.$ ? d�� "R g' '� 'w q 'r` .Y • • 5 ,se ' g > ' •• :•-••4',1.•,`-...I.,:•,.•••••• -.-" aA a k z3 t to- s '"_ a. "' ' .(gs.p.N '' ,.:3.,...F .":t!:+.,^ �„�feF+' b a-w,..;'a �fi Mns..�ve ..., ,„,;.4.7.:;;;.)-7,-„,„,:',. R ,?.. :',. «�.ear �r...vv!..M* +rw•'�' Sri,4,k ee t r.. v' r a i a4', c �,. :• ::,,..:,...,:•, -'” t '"� kik s �:. t %.--......,.•_'''''::: :---.'`'.. .-4:-,',.',,,..:-.-, W, : Field Observation Form 02-01-17DFR pcR Various Report Date:2/1/2017 riNOCHLINO M1011.7.1., Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners Attn.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA 22902 Dunlora Charlottesville,VA22911 Date: 02/01/2017 Location: Site-Roadway Category: Soils/Earthwork Location Details: Type: Observation Frequency: Periodic Weather: Sunny Ar Temp.(deg.F): 55 F&R Personnel: Bailes,William F,Technician Description of Work Completed Work Completed: Proofroll/verification of 21A depth Observations: Technician arrived as scheduled to observe proofroll and verify 21A depth. Technician met with the contractor and was joined by a representative from VDOT.Technician observed grading and compaction of road bed subgrade on Valcrest Lane between the intersection of Valcrest and Fowler Ridge Court to Valcrest's cul-de-sac.Grading performed with D5k straight blade and compaction with C354B smooth roller with vibration.Subgrade soils observed were visually classified as Red Brown Sandy Elastic SILT(MH). Proofroll observed with full dump truck load. In general,the soils at the proofrolled area appeared stable,with marginal pumping and rutting. Technician observed final 21A placement along length of Fowler Crest Court.Cul de sac compacted with C354B smooth roller with vibration.Two areas of cul-de-sac,where large undercut previously excavated,were excavated down to sub grade.21A depth measured at depths of 19.5 inches and 20 inches, respectively. Proofroll observed along entire length of Fowler Crest Court including cul de sac.21A compacted with C354B smooth roller.After passes over right lane,left lane and center,with loaded dump truck, no pump observed. Determination: As Specified Inge Description: Section of Valcrest proofrolled before 21A placement Date Inge Taken:02/01/2017 Page 1 of 3 Field Observation Form 02-01-1 DFR f8IR Various Report Date:2 1 2017 rwo rr..a r .a.c.r.. ih4r..��w—'in, Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Pttn.:LI Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 r A .f \ ` yl ..i‘4 1,, Ilitto\ glik s It/ Image Description: Page 2 of 3 p Field Observation Form 02-01-17 DFR fOAR Various Report Date:2/1/2017 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA 22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Atte.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 ' <: Fowler Crest cul de sac before depth reading WA, • +�. Date Image Taken:02/01/2017 ,- r� z+ I.- ... ,,,i4Lor ' _ — ..,-(411illt. w r 41.11711N# Page 3 of 3 •. a noun s ° s «. . NVId S3W1Uf1'31f10At/1,�. �... m..P.. ... m..^ nj SIlaNNOD NNOJ AM.M'IOJ TV/6//6r S ry g , p 1Z p . On'3lOVW3BlV SO AINfIOD N`e NOI.,I.x.NOMA 3NNn t'''''g o a ® N`did 0dM A tf210iNf14 ='3 r''' '• •• -- dtlO lD SNOWWIl 000. M��a,Nn�N 3nlaOvaOlN00 F ® \ b 6- --- \ I�n \ � iliii I f b8•M , 6 v _'� '� _ °i / 1,& 20 o / �� !h a° /_ �iI1 III Nter IP / / dak \ 1 t -cc �,w ! / r , - tr-rs--01-101- 11i 111)60 i \ X08 !— .. i�Al!► g r F r. , t. „, ,4 -„, ,i ,,„,4, 0•07.-- iar,..41,:toi.„ .1 .. i, 01 ;� x .:".1..,0\000 � , i , 4I 0i ' a m i mi t a e$ \ \1p _O�0 I � � lir � ! ,' w� $ IzgY'[{�j� -M II m 1144r _ \ t 1 - / i Oil\ i-1---- i 'M r T 3Q�'- -----..f.-/ ' ,, g I, EI .\ �1*' �N / � „ 111; & 1 a Im y@py f �m t,, /gra �Iiiiigi 1 -� � - / 8 A tt Ti 1 ”' tt.-,T — ', 1 FIE 'I / ll/ �4�8 24 If I mf • 1 I }_I Q RM � - �°I P Fi ...."..;.... .'...4) ' ' ' i))1 LiLi Afl.•- 1 1 ' 1..i , L i.is A if-- ....,.r.)1. i' . 4 NN , t Ir z I - ,,,Nor'_// \ • G YYyyY'CY Y v .I � N kr" F 4 lil e @ Lis pw l Ii �"-,, w a -< W� W.-: X.- U W 1 } Z O O V ccN Z a Z w¢ aw—ow aIXmzZ Qa.-Da 1 1 Proofroll Activity 01-31-17 DFR f&D Report Date:2/12017 Crozet Office Client: Project: 6181 Rockfish Crap Turnpike Crozet,VA 22932 Dunlora VLLC 7100032 Phone:434-823-5154 C/o Mlestone Partners Attn.:U Lopez Dunlora V Fax 434-8234764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 01/31/2017 Location: Road-Driving Lane Category: Soils/Earthwork Location Details: Fowler Ridge Ct Coverage: Proofroll Type: Observation Frequency. Continuous Mather: Sunny Wind(mph): 10 Ar Temp.(deg.F): 55 Personnel: Dunn, Nathan T, Technician Description of Work Completed Work Description: Momentum earthworks requested a proof roll of roadway from the intersection of Fowler Ridge Ct and Valcrest to the end of Fowler Ridge Ct. Proof Roll Equipment: Loaded Tandem Axle Dump Truck Subgrade Material Description: Red Brown Elastic SILT(MH) Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Summary of Proofroll: Corrections Required in One or More Small, Isolated Locations: Subgrade was Stable Except in a Few, Specific Locations as Noted Below. Summary of Locations Requiring Correction LOCATION/CONDITION I UNDERCUT VOLUME 1 BACKFILL (If Undercut Was Not Performed,Values Below (Blank Cells Indicate Fill Placement Was Not -- Are Subject To Revision) Obsereed On This Date) Location Pumping/ Undercut Approx. Approx. Approx. Backfill Compaction Compaction Rutting Performed Area of Depth of Volume of Material Method Confirmed While Undercut Undercut Undercut Onsite? (ft2) (Inches) (yd3) One small area Rutting Other 20 Not Placed 2'x10'needed on This additional rolling. Date Located where the front corners of lot's 9 and 10 meet in front of two water meters. Other Comments/Observations: One small area 2'x10'needed additional rolling.Located where the front corners of lot's 9 and 10 meet in front of two water meters.Contractor undercut about 6-inches(0.4 CY)and will replace with stone. Determination: As Specified Discrepancy Recorded?: No Page 1 of 5 • Proofroll Activity 01-31-17DFR rp D Report Date:2/1/2017 INS A.o:C.,.o..INC. fwocennoll•Mly ince MI Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LI Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 • Image Description: ,.' • . ' Front corners of lot's 9 and 10 meet and two water —,. - .. meters. ' --"' `, •. - r Date Image Taken:01/31/2017 a "e :'� .21.4 -./.4, Photographer:Dunn, Nathan T �l "':r°' ....fir- '.101 3.:nr b .. rI ' (- /- ,,, ., Image Description: 1tj 1i I Valcrest and Fowler Ridge ct intersection ( is4 't- 1 t r",:&i: k:,\ "r . „ Date Image Taken:01/31/2017 R . r I Photographer:Dunn, Nathan T liii - Y - , ,.. , a .., ., - . ,, .z _ . Date Image Taken:01/31/2017 • 6 Photographer:Dunn, Nathan T • • • 300110 '"r ` , -" _•. : . . 4; . }'. Page 2 of 5 .. Proofroll Activity 01-31-17DFR fReport Date:2/1/2017 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 ' 1. k <1 1 ,,., Image Description:Roller making correction's Date Image Taken:01/31/2017 CA/ - ,, i Photographer:Dunn, Nathan T x , ' i .441b,. ,1i 'r' §;,' iV Date Image Taken:01/31/2017 t z ,, — __ . �' .' _ : Photographer:Dunn, Nathan T j: , LI-- ....4 - .• i,....-,..„- .„--,--„:;77-gii•-..:::. 4 • • ,-._ .os . ,• „.._ 4E„,-,..,..... -4 ....•ts*, ..., fit i ... YJ., w �. I. r..rds,; u' 1 •of f.. 74..„- .tW yy a �Z.. ..mow •,, P. ,: Image Description:Fowler Ridge Ct Date Image Taken:01/31/2017 Photographer:Dunn, Nathan T Page 3 of 5 Proofroll Activity01-31-17 DFR (p DReport Date:2/1/2017 (npnewrMO[NLiNOrne teha vSnce Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Crozet,VA22932 Dunlora V LLC 71U0032 Phone:434-823-5154 C/o Milestone Partners Attn.:LI Lopez Dunlora V Fax 434-823-4764 Charlottesville,VA22902 Dunlora Charlottesville,VA22911 �zw Image Description:Proof roll with momentum supervisor Date Image Taken:01/31/2017 Photographer:Dunn, Nathan T /11111 Date Image Taken:01/31/2017 Photographer:Dunn, Nathan T Page 4 of 5 -17 FR Proofroll ActivityReports ? 017 FOO€NNN.•OOOlfTOON.INC. Crozet Office Chem: Project: 6181 Roddsh Gap Turnpike Argot,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Pdn.:U Lopez Dunlora V Fax 434-823-4764 Chadottes'ille,VA22902 Dunlora Charlottes ille,VA22911 Date: 02/02/2017 Location: Jobsite CategorySoils/Earthwork Location Details: north east corner of the jobsite near the Dunlora rd and Varick st intersection Coverage: Proofroll Type: Observation Frequency: Periodic Vlkather: Sunny Ar Temp.(deg.F): 45 Personnel: Butler,Jason, Senior Technician Description of VVbrk Completed V03rk Description The F&R representative also observed the proofrolling of the area located at the north east corner of the jobsite near the Dunlora rd and Varick st intersection.The soils consisted of Brown Elastic Sandy SILT(M-I)with trace Mica.Utilizing a loaded tandem-axel dump truck,the aforementioned location was proofrolled and In general,the soils at the proofrolled area appeared suitable for pavement construction. Proof Roll Equipment: Loaded Tandem Axle Dump Truck Subgrade Material Description: Brown Sandy Elastic SILT(M-I)with trace Mca Note: Subgrade descriptions indicated in this report are based on visual observation and should be considered approximate.Subsurface conditions in unexplored locations may vary from those encountered and noted herein. Summary of Proofroll: Corrections Not Required Area Tested Appeared Stable w/No Appreciable Pumping or Rutting. Determination: As Specified Discrepancy Recorded?: No Page 1 of 1 Asphalt Placement 02-08-17 DFR • Crozet Office Chart: Project 6181 Roddsh Gap Turnpike Crozet,VA22932 Dunlora V LLC 7100032 Phone:434-823-5154 C/o Mlestone Partners Pttn.:LJ Lopez Dunlora V fax 434-823-4764 CharlottesHlle,VA22902 Dunlora Charlottes ille,VA22911 Date: 02/08/2017 Location: Site-Roadway Category. Asphalt Location Details: Valcrest Lane and Fowler Ridge Coverage: Asphalt Placement Air Temp.(deg.F): 70 Submitted By. ' Butler,Jason Inspector Title:Senior Technician Equipment Medium and Small Smooth Drum.Rollers Type/Quantity Labor Type/Quantity. N/A Asphalt Contractor: S.L.Williamson Asphalt Supplier: S.L.Williamson VVbrk Description: The F&R representative arrived onsite,as requested,to observe the placement of 2.5 inches of BM25.0 Asphalt for base on Valcrest Lane and Fowler Ridge.The Rice Number was obtained by the F&R representative from the Asphalt contractor and was recorded to be 2.639.Utilizing a Nuclear Density Gauge,a Roller Pattern and Control Strip were performed to test achieve the target density.The Roller Pattern was performed on Fowler Ridge to achieve the target density.The Target Density was recorded to be 159.3.The Control Strip was performed on Valcrest Lane.The average of the Density Tests performed on the Control Strip was 159.2. Asphalt placed on this date did appear to be placed per VDOT Road and Bridge Specifications. See attached data sheets for roller pattern and control strip information. Tests Performed: Roller Pattern,Control Strip,Nuclear Density Courses Placed: Base Base Course Summary Mix ID Subbase/Surface Condition(Pre-Placement) Tack Coat Quantity Required Roller Pattern Applied Placed Thickness (tons) (in.) BM25.0 Clean N/A 2.5 5V:2S Mix ID Required Marshall Marshall/Rice Sample(s) Samples No.of Samples Corrpaction(%) (pcf)/Rice Value Provided By Taken Performed By BM25.0 92,5 2.639 Supplier No Determination: As Specified See 20170221163718288.pdf in the Date Image Taken:02/16/2017 documents section at the end of this report. Page 1 of 4 1 • 1 SINCE FROEHLING & ROBERTSON, INC. ` GEOTECHNICAL•ENVIRONMENTAL•MATERIALS ENGINEERS•LABORATORIES "OVER ONE HUNDRED YEARS OF SERVICE" 6181 Rockfish Gap Turnpike,Crozet,Virginia 22932 Telephone:(434)823-5154 Fax:(434)823-4764 • 1881 33TL-56(Rev) REPORT OF NUCLEAR ROLLER PATTERN(VTM-10) (75 feet long with 50 foot section before and after for roller,one travel lane width) (for asphalt density only,for stone density and moisture) CLIENT: 9`,y,,,o c-•c PROJECT: by v,‘„),--„ V Record No: •--(1 J— 0 0 3 Z' .. Date: a/gla Q Road Contractor.54 1,L), ),0.r,,.s ,n, Technician: o Producer Control StripNo. � fs� � Sv +��11,�1n.�s�7�- Type Material 21A b BM25 IM SM Roller Pattern No. Roller Types a) • Y u . to 4.4 Road Name Ste From Ste To Length of Layer(Bot or Top) Thickness 2 Roller Pattern (in) en Fi7u.J1ek-'Ru get" O...3` m Nuclear Pass MC(stone density Pass MC(stone Nuclear al No Ste only) (pct.) No Sta only) density(pct) CU '47.0 Site 1 16.211 �I � i.3 site 1 � t 5 y 'n 0 c Site 2 12 ('�6j i 4 Site 2 6-�3 (� u Site 3 3 LA:9 Site 3 l 3 /, Z. v aJ 'o .die `8 Average �36,a Average �53 f ` u u _ c c a Nuclear • u 4.o Pass MC(stone density Pass MC(stone Nuclear .G c c No Sta only) (pcf) No• Sta only) density(pci) a +�+ LA Site 1 (5yv I /di f,3 Site 1 vR � • u os Site 2 1 2 till'.4 , Site 2 o I— Site 3 g 3 (' .1, Site 3 g m• m Avera e ( Average v. Nuclear • Z Z Z Pass MC(stone density Pass MC(stone Nuclear NoSte only) (pcf) No Sta only) density(pcf) >' Site 1 zi/ I fir ' /56, I Site 1 Site a i O.�J • Sfte2 Site 3 3 b y, Site 3 Average (j-9,3 Average Nuclear Pass MC(stone density Pass MC(stone Nuclear No Sta only) (pct) No Sta only) density(pct) • Site 1 3555-y I • I• 7•Q• Site 1 Site2 1 •Z /.5.1.I Site2 Site 3s /c$, 3 Site 3 Average I c1 t/ Average Remarks: • Distribution: Client Reviewed By: VDOT Froehling&Robertson,Inc. Page 2 of 4 ss, • • SINCE FROEHLING & ROBERTSON, INC. GEOTECHNICAL•ENVIRONMENTAL•MATERIALS ENGINEERS•LABORATORIES Fil° •( "OVER ONE HUNDRED YEARS OF SERVICE" 6181 Rockfish Gap Turnpike,Crozet,Virginia 22932 Telephone:(434)823-5154 Fax:(434)823-4764 18 8 I TL-es(Rev) REPORT OF NUCLEAR ROLLER PATTERN(WM-10) (T5 feet long with 50 foot section before and after for roller,one travel lane width) (for asphalt-density only,for stone-density and moisture) CLIENT: PROJECT: p tam_ V Record No: ( 003 , • Date: Road Contractor: .54 ic,)„ Technician: Producer 6j.. Control Strip No. Type Material _21A O BM25 IM SM Roller Pattern No. Roller Types Road Name Sta From Sta To Length of Layer(Bot or Top) Thickness Roller Pattern (in) chAec e,at 3 q 6 i.o I frtr 1.0 5-0 0,4 le+0 13 f 3( 2, 3 5 kmbelof riclier Passes Remarks: DisbibuliOn: Client Reviewed By: VDOT Froehling&Robertson,Inc. • Page 3 of 4 r . • SINCE FROEHLING & ROBERTSON, INC. GEOTECHNICAL•ENVIRONMENTAL•MATERIALS FO8clz . ENGINEERS•LABORATORIES "OVER ONE HUNDRED YEARS OF SERVICE" 6181 Rockfish Gap Turnpike,Crozet,Virginia 22932 Telephone:(434)823-5154 Faxc(434)823-4764 1881 TL-54(Rev 12/99) REPORT OF NUCLEAR CONTROL STRIP(VTM-10) • (300 feet in length,one travel lane width,10 nuclear readings) CLIENT: ,ty1PROJECT: Dv1`r0,a. ,J Record No: Date: a-.g- o i 7 Road Contractor 5 L w, 40..4.4. Technician: S Producer -5 . �.� 1►avr.3a ti— Control Strip No. Type Material 21A _ 3M25 _IM SM Roller Pattern No. . Road Name Sta From Sta To Length of Layer(Bot or Top) Thickness . Control Strip (in) VO-Icr•cst R0-1- a. -5- • REFERENCE TO LANE ewe DENSITY MOISTURE STATION CENTER UNE ft. (as Sta increase) (lbs./ft') CONTENT (stone only) 1 - 2 � (� /51.2. 3 3 L /Crl• 4 y 4f 13't.3 5 4/ /6 0.O 6 1 L 160, 1 7 2 L 15"7. 8/ 8 1/ k • 9 3 • 12, /5-9, 10 3 L J5-707 TOTAL: /5-w, , • AVERAGE:1,j g, . OPTIMUM MOISTURE REQUIRED(from Producer or Materials DNision) OPTIMUM MOISTURE RANGE X0.95= INDMDUAL DRY DENSITY(lbs/ft')REQUIREMENT FOR TEST DensAvg SECTION X0.95= AVERAGE DRY DENSITY(lbs/ft")REQUIREMENT FOR TEST SECTION DensAvg Remarks: Distribution: Client Reviewed By: VDOT • Froehling&Robertson,Inc. Page 4 of 4 02-15 thru 02-23 DFR 02-15 thru 02-23 DFR 0 Report Date:2/28/2017 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LJ Lopez Dunlora V Phone:434823-5154 Charlottesville,VA 22902 Dunlora Fax:434-8234764 Charlottesville,VA 22911 02-15 thru 02-23 DFR ',I . ,, : 01,-;;;,,,. Field Observation Form 02-15-17 DFR Field Observation.Form 02-22-17 DFR Concrete Placement Summary 02-23-17 Conc Sum Concrete Placement 02-23-17 DFR Page 1 of 5 • Field Observation Form 02-15-17 DFR Various Report Date:2282017 AbtNUN.•NOtifTtON.INC. Q c et Office Client: Project: 6181 Rockfish Gap Turnpike C oa?t,VA22932 Dunlora VLLC 711)0032 Phone:434-823-5154 C/o Mlestone Partners Pan.:U Lopez Dunlora V Fax 434-823-4764 CharlotteslAlle,VA22902 Dunlora Charlottes ille,VA22911 Date: 02/15/2017 Location: Jobsite Category. Soils/Earthwork Location Details: Existing Sediment Basin located at the end of Valcrest Ln Coverage: Subgrade Observation Type: Observation Frequency. Periodic Weather: Sunny Air Temp.(deg.F): 45 F&R Personnel: Butler,Jason Senior Technician Description of VVbrk Completed V1brk Completed: The F&R representative arrived onsite;as requested,to observe the subgrade at the bottom of the Existing Sediment Basin located at the end of Valcrest Ln.Soils consisted of Reddish Brown SILT(ML) with areas of Gray SHALE.We evaluated by visual-manual methods,by probing subgrade using a small diameter steel rod,and by referencing the available subsurface data.In general,subgrade soils appeared to be suitable and showed high resistance to hand probe. Tests Performed Hand Probing rod Observations: Visual Determination: As Specified Page 2 of 5 i Field Observation Form 02-22-17 DFR s7 ] Report Date:2/26!2017 Various rsoswuw•iroisimmo«.INC. Crozet Office Client: Project: 6161 Rockfish Crap Turnpike Crozet,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LJ Lopez Dunlora V fax 434-823-4764 CharlottesWlle,VA22902 Dunlora Charlottes‘411e,VA22911 Date: 02/22/2017 Location: Site-Sidewalk Category: General Location Details: Coverage: Site Observation Type: Observation Frequency: Periodic Mather: Rain Air Temp.(deg.F): 50 F&R Personnel: Butler,Jason Senior Technician Description of Work Completed Work Completed: The F&R representative arrived onsite,as requested,to observe the placement of concrete for sidewalks.Upon arrival the F&R representative was informed that due to rain no concrete would be placed on this date. Determination: As Specified Page 3 of 5 U) cis ami m ro 0 C oD N � _ e � ,i„. ,. • r • oN j �> cammo M0av om o o •omccm .O. , 00U a 'a ami a 8 , csi Q.N. �.,�,,� <''..i..'-' '.:- t. o Q � a .n a > a 7 0 t) <n c e� g E cN —N I C C V oQO18 i. -17.,,„.., FE N ma a 0 EN ,"� • CL 2 Ili � N $ � +�+ tt � N ES o c o o C E^ � C) t/) o S' co N pp T � n G # Co Y Y n Si4 m E iii ; ;: Cb0O , Concrete Placement 02-23-17 DFR Report Date:228/2017 I•OLMurw•••:••,,ON.Na.I Crozet Office Client: Project: 6181 Roddsh Gap Turnpike Croat,VA22932 Dunlora VLLC 71U0032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LI Lopez Dunlora V Fax 434-823-4764 Chariottesville,VA22902 Dunlora Charlottesville,VA22911 Date: 02/23/2017 Location: Site-Sidewalk Category: Concrete Location.Details: Lots3,5,9,10,11,12,1319,atdriveway entrances Coverage: Concrete Placement Type: Observation Frequency Periodic Mather: Cloudy Air Temp.(deg.F): 60 Personnel: Boxier,William, Technician Description of Work Completed Vlbrk Performed Observation of concrete placement Tests Performed: Slump,Air Content and Concrete Temperature and Cast Cylinders Observations: F&R performed plastic concrete tests Slump,Air Content and Concrete Temperature and cast cylinders for compression testing from a sample obtained from the middle 1/3 of the concrete load. Cubic Yards Placed: 20.00 Concrete Summary Prepared: Yes Determination: As Specified Discrepancy Recorded?: No Page 5 of 5 -17 � Field Observation Form � 'port Date: 0FR Var 1110.11.11.10•11061700N.INC. •~••YlNN,I/1 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Croat,VA22932 Dunlora V LLC 71110032 Phone:434-823-5154 C/o Mlestone Partners Attn.:LJ Lopez Dunlora V Fax 434-823-4764 Charlottesslle,VA22902 Dunlora CharlottesWlle,VA22911 Date: 02/17/2017 Location: Jobsite Category: Soils/Earthwork Location Details: Existing Sediment Basin located at the end of Valcrest Ln Coverage: Subgrade Observation Type: Observation Frequency: Periodic Mather: Sunny Air Temp.(deg.F): 60 F&R Personnel: Butler,Jason,Senior Technician Description of Vlbrk Completed Work Completed: The F&R representative arrived onsite,as requested,to observe the subgrade at the northern slope side of the Existing Sediment Basin located at the end of Valcrest Ln placed by the contractor.Soils consisted of Reddish Brown Elastic SLT(MI-I).We evaluated by visual-manual methods,by probing subgrade using a small diameter steel rod,and by referencing the available subsurface data. In general, subgrade soils appeared to be suitable and showed high resistance to hand probe. Tests Performed: Hand Probing rod Observations: Visual Deternination: As Specified Page 1 of 1 i • Concrete Compressive Strength Set No 1 0• Report Date:11/17/2016 Test Method:ASTM C 39 Sample:110178 ..n•..ur..,a:t...a.,..o. . Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LJ Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 ' Set#: 1 Technician: Lawson,Benjamin G Batched: 09:41 EST Specimen Size: 4"X 8" Cast By: Lawson,Benjamin G Sampled: 10:23 EST Specimens in Set: 5 Date Cast: 11/07/16 Cast: 10:38 EST Truck/Ticket#: 317/10214761 Sampled From: Chute Truck Empty: 11:00 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 79(min) Location. Placement Location: Site-Curb Gutter Location Details: C&g along left side of the first street on right after entering jobsite Sample Location/Notes: C&g along left side of first street on right • . a BatCh ,.if cat fofits Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) On-Site Admixtures: None Field Measurements Weather: sunny Slump(in): 1(ASTM C143) Plastic Link Weight: Alr Temperature(F): 56 Concrete Temp(F): 69(ASTM C1064) Air Content: 4.2(ASTM C231) Load Volume: 8(yd3) ndard'Cure. Field . , l . Lab Test Resit . 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') (lbs) (psi) Type Remark Method 1-1 7 11/14/16 1/6 4.00 12.57 62,000 4,930 2 N 1-2 28 12/05/16 1/27 1-3 28 12/05/16 1/27 1-4 28 12/05/16 1/27 1-5 56 01/02/17 1/55 Test Age Average Strengths( i):7 Day-4930 ±` . . k Re marks . Capping N:Unbonded Caps(ASTM C1231) x \ r/I\ \111 ‘ \ rn 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 1 Concrete Com ressive Stren th CTR Set No 1 p 9 Report Date: 12/9/2016 Test Method:ASTM C 39 Sample: 110178 In101[1.14.1.40 1.1111[10•6061, Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 7100032 Crozet,VA 22932 C/o Milestone Partners Attn.:U Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Sample Set#: 1 Technician: Lawson,Benjamin G Batched: 09:41 EST Specimen Size: 4"X 8" Cast By: Lawson,Benjamin G Sampled: 10:23 EST Specimens In Set: 5 Date Cast; 11/07/16 Cast: 10:38 EST Truck/Ticket#: 317/10214761 Sampled From: Chute Truck Empty: 11:00 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 79(min) Location Placement Location: Site-Curb Gutter Location Details: C&g along left side of the first street on right after entering jobsite Sample Location/Notes: C&g along left side of first street on right Batch :; ,. Specifcations Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) On-Site Admixtures: None . field Mea surements . Weather: sunny Slump(in): 1 (ASTM C143) Plastic Unit Weight: Air Temperature(F): 56 Concrete Temp(F): 69(ASTM C1064) Air Content: 4.2(ASTM C231) Loa d3) Cure , , I. . dVolume: Cure 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(int) (lbs) (psi) Type Remark Method 1-1 7 11/14/16 1/6 4.00 12.57 62,000 4,930 2 N 1-2 28 12/05/16 1/27 4.00 12.57 90,000 7,160 3 P N 1-3 28 12/05/16 1/27 4.00 12.57 89,000 7,080 3 P N 1-4 28 12/05/16 1/27 ' 4.00 12.57 87,500 6,960 2 P N 1-5 56 01/02/17 1/55 Test Age Average Strengths( l):7 Day-4930,28 Day-7070 Break Remarks' `. Gapping Methods P:Compressive strength meets/exceeds design strength N:Unbonded Caps(ASTM C1231) /L r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 8 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Concrete Compressive Strength CTR Set No 2 p 9 Report Date:11/17/2016 Test Method:ASTM C 39 Sample:110449 ..CEH.,....e:Ifla.,,.o. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LJ Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Sample Distalils. . Set#: 2 Technician: Weeks,Steven Batched: 09:32 EST Specimen Size: 4"X 8" Cast By: Weeks,Steven Sampled: 10:09 EST Specimens In Set: 5 Date Cast: 11/08/16 Cast: 10:24 EST Truck/Ticket#: 317/10214825 Sampled From: Chute Truck Empty: 11:23 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 111 (min) Location Placement Location: Site-Curb&Gutter Location Details: Lots#12-19 Sample Location/Notes: Lot#13 entrance Batch Log Specifications Supplier: Allied Concrete Mix Design: 3000A3 Strength: 3000(psi) Plant: Allied Concrete Air: 4.0-8.0(%) On-Site Admixtures: None Slump: 1-5(in) Field Measurements Weather: Slump(in): 1-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 71 (ASTM C1064) Air Content: 6.0(ASTM C231) Load Volume: 8(yd') S.. .ndard Cure I. Field Cure 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) (lbs) (psi) Type Remark Method 2-1 7 11/15/16 1/6 4.00 12.57 56,000 4,460 2 N 2-2 28 12/06/16 1/27 2-3 28 12/06/16 1/27 2-4 28 12/06/16 1/27 2-5 56 H 01/03/17 1/55 Test Age Average Strengths(psi):7 Day-4460 Brieak Remalrks: . . Capping Methods'- N:Unbonded Caps(ASTM C1231) )\ °(ik r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 0Concrete Compressive Strength Report Date:CTR Set/ops Test Method:ASTM C 39 Sample:110449 ••••••••••i OOOIIM'OOM,INC. agum WiyPV Lot Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LI Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Samrple aid Set#: 2 Technician: Weeks,Steven Batched: 09:32 EST Specimen Size: 4"X 8" Cast By: Weeks,Steven Sampled: 10:09 EST Specimens In Set: 5 Date Cast: 11/08/16 Cast: 10:24 EST Truck/Ticket It: 317/10214825 Sampled From: Chute Truck Empty: 11:23 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 111 (min) L o�Cation; Placement Location: Site-Curb&Gutter Location Details: Lots#12-19 Sample Location/Notes: Lot#13 entrance Batch Log: • Specifications: ' Supplier: Allied Concrete Mix Design: 3000A3 Strength: 3000(psi) Plant: Allied Concrete Air: 4.0-8.0(%) On-Site Admixtures: None Slump: 1-5(in) Field.Measurements: . ., Weather: Slump(in): 1-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(9: Concrete Temp(F): 71 (ASTM C1064) Air Content: 6.0(ASTM C231) Load Volume: 8(yd') StandardStandani.Cure I Field Cure Lab rest Resu 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(Ina) (lbs) (psi) Type Remark Method 2-1 7 11/15/16 1/6 4.00 12.57 56,000 4,460 2 N 2-2 28 12/06/16 1/27 4.00 12.57 85,000 6,760 2 P N 2-3 28 12/06/16 1/27 4.00 12.57 90,500 7,200 2 P N 2-4 28 12/06/16 1/27 4.00 12.57 88,000 7,000 2 P N 2-5 56 H 01/03/17 1/55 Test Age Average Strengths(psi):7 Day-4460,28 Day-6990 k Remarks.` Gapping Methods P:Compressive strength meets/exceeds design strength N:Unbonded Caps(ASTM C1231) x \ r,./1\ oci \ r1 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 Concrete Compressive Strength cTR Set No 3 Test Method:ASTM C 39 pReport Date: SetN12/1/2016 Sample:111623 /OCCMUMO•NOSE nOM,IMC. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LI Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Sam Set#: 3 Technician: Weeks,Steven Batched: 07:56 EST Specimen Size: 4"X 8" Cast By: Weeks,Steven Sampled: 08:33 EST Specimens In Set: 5 Date Cast: 11/15/16 Cast: 08:48 EST Truck/Ticket#: 273/10214982 Sampled From: Chute Truck Empty: 09:59 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 123(min) Location`: Placement Location: Site-Curb&Gutter Location Details: Shepard's lane Sample Location/Notes: Lot#19 Batch Log. Specifications Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) Plant: Allied Concrete Air: 4.0-8.0(%) On-Site Admixtures: None Slump: 1-5(in) iel. .Measur+ements Weather: Slump(in): 1-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 68(ASTM C1064) Air Content: 6.3(ASTM C231) Load Volume: 8(yd3) Standard Cure Feld Cure 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') (lbs) (psi) Type Remark Method 3-1 7 11/22/16 1/6 4.00 12.57 64,500 5,130 4 A N 3-2 28 12/13/16 1/27 3-3 28 12/13/16 1/27 3-4 28 12/13/16 1/27 3-5 56 M 01/10/17 1/55 Test Age Average Strengths(psi):7 Day-5130 Break Remarks,' Capping Methods A:Cylinders molded in general accordance with ASTM C31. N:Unbonded Caps(ASTM C1231) X /1\ r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Concrete Compressive Strength CTR Set No 3 Report Date: 12/18/2016 Test Method:ASTM C 39 9 Sample:111623 roo....H•■MfIR11CM.IMC. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71 U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:U Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 . . . 1, Sample Detaipt Set#: 3 Technician: Weeks,Steven Batched: 07:56 EST Specimen Size: 4"X 8" Cast By: Weeks,Steven Sampled: 08:33 EST Specimens In Set: 5 Date Cast: 11/15/16 Cast: 08:48 EST Truck I Ticket#: 273/10214982 Sampled From: Chute Truck Empty: 09:59 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 123(min) Location Placement Location: Site-Curb&Gutter Location Details: Shepard's lane Sample Location/Notes: Lot#19 Batch Log Specifications Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) Plant: Allied Concrete Air: 4.0-8.0(%) On-Site Admixtures: None Slump: 1-5(in) Field Measurements Weather: Slump(in): 1-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 68(ASTM C1064) Air Content: 6.3(ASTM C231) Load Volume: 8(yd') 1 Lab'Fest 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') (lbs) (psi) Type Remark Method 3-1 7 ' 11/22/16 1/6 4.00 12.57 64,500 5,130 4 A N 3-2 28 12/13/16 1/27 4.00 12.57 82,000 6,520 2 P N 3-3 28 12/13/16 1/27 4.00 12.57 83,000 6,600 3 P N 3-4 28 12/13/16 1/27 4.00 12.57 80,000 6,360 2 P N 3-5 56 H 01/10/17 1/55 Test Age Average Strengths( i):7 Day-5130 28 Day-6500 ak tpmarks Capping Metl♦ods A:Cylinders molded in general accordance with ASTM C31. N:Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength � 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 Concrete Compressive Strength CTR Set No 4 Report Date: 12/1/2016 Test Method:ASTM C 38 Sample:111629 ICOCNU.....i[.'.OY.INC. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71 U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LI Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Sample Details ' Set#: 4 Technician: Weeks,Steven Batched: 12:18 EST Specimen Size: 4"X 8" Cast By: Weeks,Steven Sampled: 12:59 EST Specimens In Set: 5 Date Cast: 11/15/16 Cast: 13:14 EST Truck/Ticket#: 323/10215005 Sampled From: Chute Truck Empty: 13:43 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 85(min) Location Placement Location: Site-Curb Gutter Location Details: Shepard's lane Sample Location/Notes: Lot#3 { Batch L'og:_. ; Specifications Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) Plant: Allied Concrete Air: 4.0-8.0(%) On-Site Admixtures: None Slump: 1 5(in) .. . . Field:Measut+sttt�itts: Weather: Slump(in): 1-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 76(ASTM C1064) Air Content: 5.0(ASTM C231) Load Volume: 1.5(yd') standard Curs 1 field Cure rest l . . Testing Lab:Froehling 8,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) (lbs) (psi) Type Remark Method 4-1 7 11/22/16 1/6 4.00 12.57 83,000 6,600 3 A N 4-2 28 12/13/16 1/27 4-3 28 12/13/16 1/27 4-4 28 12/13/16 1/27 4-5 56 H 01/10/17 1/55 Test Age Average Strengths TO:7 Day-6600 . . . . ,CaP�iitiF Metiatods A:Cylinders molded in general accordance with ASTM C31. N:Unbonded Caps(ASTM C1231) / \ 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 Concrete Compressive Strength CTR Set No 4 Report pDate:12/18/2016 Test Method:ASTM C 39 Sample: 111629 Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LI Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Sample Details . Set#: 4 Technician: Weeks,Steven Batched: 12:18 EST Specimen Size: 4"X 8" Cast By: Weeks,Steven Sampled: 12:59 EST Specimens In Set: 5 Date Cast: 11/15/16 Cast: 13:14 EST Truck/Ticket#: 323/10215005 Sampled From: Chute Truck Empty: 13:43 EST Contractor: contracting unlimited Placement Method: Curb Machine Placement Time: 85(min) Placement Location: Site-Curb&Gutter Location Details: Shepard's lane Sample Location/Notes: Lot#3 Batch Log;: ' Specifications Supplier: Allied Concrete Mix Design: A-3 Strength: 3000(psi) Plant: Allied Concrete Air: 4.0-8.0(%) On-Site Admixtures: None Slump: 1-5(in) f kid:Measurements Weather: Slump(in): 1-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): Concrete Temp(F): 76(ASTM C1064) Air Content: 5.0(ASTM C231) Load Volume: 1.5(yd') • S; daid'Cure I. Field Cure , . , 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') (lbs) (psi) Type Remark Method 4-1 7 11/22/16 1/6 4.00 12.57 83,000 6,600 3 A N 4-2 28 12/13/16 1/27 4.00 12.57 102,000 8,120 3 P N 4-3 28 12/13/16 1/27 4.00 12.57 100,500 8,000 3 P N 4-4 28 12/13/16 1/27 4.00 12.57 97,000 7,720 2 P N 4-5 56 M 01/10/17 1/55 Test Age Average Strengths( i):7 Day-6600,28 Day-7940 8i+eak Rema : Capping•Methods A:Cylinders molded in general accordance with ASTM C31. N:Unbonded Caps(ASTM C1231) P:Compressive strength meets/exceeds design strength r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Concrete Compressive Strength CTR Set No 5 P 9 Test Method:ASTM C 39 Report Date:3121712 Sample:121712 .....u..•wi.mow,N.. w."......d,".,., Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:LI Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Sample Details. . . Set#: 5 Technician: Boxier,William Batched: 07:44 EST Specimen Size: 4"X 8" Cast By: Boxier,William Sampled: 08:00 EST Specimens In Set: 5 Date Cast: 02/23/17 Cast: 08:00 EST Truck/Ticket#: 276/10126729 Sampled From: Chute Truck Empty: 09:25 EST Contractor: Momentum Placement Method: Chute Placement Time: 101 (min) Location Placement Location: Site-Sidewalk Location Details: Lots:3,5,9,10,11,12,1319,at driveway entrances Sample Location/Notes: Lot 3 , Batch Log Specifications Supplier: Allied Concrete Mix Design: BC406 Strength: 4000(psi) Plant: 01 On-Site Admixtures: 5.00 Gal Water Field Measurements Weather: Cloudy Slump(in): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 60 Concrete Temp(F): 72(ASTM C1064) Air Content: 7.0(ASTM C231) Load Volume: 8.5(yd') Standard Cure I Field Cure. 1 ' . . LabTest 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) (lbs) (psi) Type Remark Method 5-1' 8 03/03/17 8/0 4.00 12.57 32,500 2,590 3 A N 5-2 28 03/23/17 8/20 5-3 28 03/23/17 8/20 5-4 28 03/23/17 8/20 5-5 56 M 04/20/17 8/48 Test Age Average Strengths( i):8 Day-2590 Br+ealk Remark : Capping Methods A:Cylinders molded in general accordance with ASTM C31. N:Unbonded Caps(ASTM C1231) )\ r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 Concrete Compressive Strength CTR No 5 1 2 3 4 p 9 Report Date:3/30/2017 Test Method:ASTM C 39 Sample: 121712 ♦S..MLIM.•wi..n.w we. Crozet Office Client: Project: 6181 Rockfish Gap Turnpike Dunlora V LLC 71U0032 Crozet,VA 22932 C/o Milestone Partners Attn.:L I Lopez Dunlora V Phone:434-823-5154 Charlottesville,VA 22902 Dunlora Fax:434-823-4764 Charlottesville,VA 22911 Sample"Deta k Set#: 5 Technician: Boxier,Wiliam Batched: 07:44 EST Specimen Size: 4"X 8" Cast By: Boxier,William Sampled: 08:00 EST Specimens In Set: 5 Date Cast: 02/23/17 Cast: 08:00 EST Truck/Ticket#: 276/10126729 Sampled From: Chute Truck Empty: 09:25 EST Contractor: Momentum Placement Method: Chute Placement Time: 101 (min) Location . . . . Placement Location: Site-Sidewalk Location Details: Lots:3,5,9,10,11,12,1319,at driveway entrances Sample Location/Notes: Lot 3 Batch Specifications Supplier: Allied Concrete Mix Design: BC406 Strength: 3000(psi) Plant: 01 On-Site Admixtures: 5.00 Gal Water Fieitl.Measurements Weather: Cloudy Slump(in): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 60 Concrete Temp(F): 72(ASTM C1064) Air Content: 7.0(ASTM C231) Load Volume: 8.5(yd') • Lab Telt lte• sulrts 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') (lbs) (psi) Type Remark Method 5-1 8 03/03/17 8/0 4.00 12.57 32,500 2,590 3 A N 5-2 28 03/23/17 8/20 4.00 12.57 44,500 3,540 2 N 5-3 28 03/23/17 8/20 4.00 12.57 46,000 3,660 2 N 5-4 28 03/23/17 8/20 4.00 12.57 48,500 3,860 2 N Test Age Average Strengths(psi):8 Day-2590,28 Day-3690 Break Remarks Capping Methoide, A:Cylinders molded in general accordance with ASTM C31. N:Unbonded Caps(ASTM C1231) x )\ r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1. Specimens cast in general accordance with ASTM C31 by F&R Personnel unless otherwise noted. Page 1 of 1 SINCE FROEHLING & ROBERTSON, INC. Engineering • Environmental • Geotechnical r8ilz6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Dunlora V LLC Record#: 71U0032 Project: Dunlora V F&R Lab No.: 3220 Location: Sample 1 Test Date: 04-Nov-16 Unsoaked CBR X Soaked CBR n Compaction method: VTM-1;Surcharge weight-10 lbs Sample Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 • 500 a g 400 4.513 c 300 200 100 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 15.8 Proctor Max. Dry Density(pcf): 105.6 Swell(%): N/A Proctor Opt. Moisture Content(%): 17.4 Dry Density Before Soak(pcf): 106.7 Liquid Limit: NP Moisture Content Before Soak(%): 17.4 Plasticity Index: NP %Compaction Before Soak: 101.1% %Retained No.4 Sieve 7.3 Dry Density After Soak(pcf): N/A %Passing No.200 Sieve: 58.9 Moisture Content After Soak,Top in.(%): N/A Visual Description: Brown,sandy SILT with trace %Compaction After Soak: N/A gravel and with mica Resiliency Factor: 2.0 USCS Classification: ML AASHTO Classification: A-4{0} Tested By: RK Reviewed By: Froehling and Robertson, Inc. • SINCE FROEHLING & ROBERTSON, INC. Engineering • Environmental • Geotechnical F-81z 6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Dunlora V LLC Record#: 71U0032 Project: Dunlora V F&R Lab No.: 3220 Location: Sample 1 Test Date: 04-Nov-16 Unsoaked CBR Soaked CBR n Compaction method: VTM-1;Surcharge weight-10 lbs Sampling Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 500 0. 0 400 300 Vf 200 100 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 7.7 Proctor Max.Dry Density(pcf): 105.6 Swell(%): 1.68% Proctor Opt. Moisture Content(%): 17.4 Dry Density Before Soak(pcf): 106.7 Liquid Limit: NP Moisture Content Before Soak(%): 17.4% Plasticity Index: NP %Compaction Before Soak: 101.1% %Retained No.4 Sieve 7.3 Dry Density After Soak(pcf): 105.0 %Passing No.200 Sieve: 58.9 Moisture Content After Soak,Top in.(%): 24.3% Visual Description: Brown,sandy SILT with trace %Compaction After Soak: 99.4% gravel and with mica Resiliency Factor: 2.0 USCS Classification: ML AASHTO Classification: A-4{0} Tested By: RK Reviewed By: Froehling and Robertson, Inc. MOISTURE-DENSITY RELATIONSHIP For Curve No. 3220 109.3 108.8 v 108.3 a A:.• / .--(i. \\ N C (1) r 0 107.8 107.3 106.8 10.5 12 13.5 15 16.5 18 19.5 Water content, % Test specification: VTM-1,Std.VTM correction AASHTO T 224-01 Oversize Corr.Applied to Each Test Point Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 ML A-4 14.4 NP NP 7.34 58.9 ai z co ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION EMaximum dry density= 108.5 pcf 105.6 pcf Brown,sandy SILT with little gravel and 5 with mica 2 Optimum moisture= 16.2% 17.4% to o Project No. 71U0032 Client: Dunlora V LLC Remarks: •E) Project: Dunlora V Sample 1 Date: 10/29/16 `o o Sample Number: 3220 w FROEHLING & ROBERTSON, INC. 0 Figure Tested By: RK Checked By: TD SINCE FROEHLING & ROBERTSON, INC. Engineering • Environmental • Geotechnical r8iR6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Dunlora V LLC Record#: 71U0032 Project: Dunlora V F&R Lab No.: 3221 Location: Sample 2 Test Date: 04-Nov-16 Unsoaked CBR Soaked CBR Compaction method: VTM-1;Surcharge weight-10 lbs Sample Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 500 a g 400 300 Q1 200 100 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 14.1 Proctor Max.Dry Density(pcf): 103.8 Swell(%): N/A Proctor Opt. Moisture Content(%): 2090.0 Dry Density Before Soak(pcf): 105.2 Liquid Limit: NP Moisture Content Before Soak(%): 20.9 Plasticity Index: NP %Compaction Before Soak: 101.3% %Retained No.4 Sieve 2.5 Dry Density After Soak(pcf): N/A %Passing No.200 Sieve: 69.4 Moisture Content After Soak,Top in.(%): N/A Visual Description: Brown,sandy SILT with trace %Compaction After Soak: N/A gravel and with mica Resiliency Factor: 2.0 USCS Classification: ML AASHTO Classification: A-4(0) Tested By: RK Reviewed By: Froehling and Robertson,Inc. SINCE FROEHLING & ROBERTSON, INC. Engineering • Environmental • Geotechnical r8,R6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 I USA 1881 T 434.823.5154 I F 434.823.4764 California Bearing Ratio (AASHTO T 193) Client: Dunlora V LLC Record#: 71U0032 Project: Dunlora V F&R Lab No.: 3221 Location: Sample 2 Test Date: 04-Nov-16 Unsoaked CBR Soaked CBR n Compaction method: VTM-1;Surcharge weight-10 lbs Sampling Depth: 0 to 1.5 feet Compactive effort: 5 Layers with 45 blows per layer 700 600 500 'VI a c 400 h. c 300 vt 200 100 0 0.000 0.100 0.200 0.300 0.400 0.500 Penetration(inches) CBR @ 0.1 in.penetration: 9.1 Proctor Max. Dry Density(pcf): 103.8 Swell(%): 0.89% Proctor Opt. Moisture Content(%): 2090.0 Dry Density Before Soak(pcf): 104.9 Liquid Limit: NP Moisture Content Before Soak(%): 20.9% Plasticity Index: NP %Compaction Before Soak: 101.0% %Retained No.4 Sieve 2.5 Dry Density After Soak(pcf): 103.9 %Passing No.200 Sieve: 69.4 Moisture Content After Soak,Top in. (%): 25.1% Visual Description: Brown,sandy SILT with trace %Compaction After Soak: 100.1% gravel and with mica Resiliency Factor: 2.0 USCS Classification: ML AASHTO Classification: A-4{0} Tested By: RK Reviewed By: Froehling and Robertson, Inc. MOISTURE-DENSITY RELATIONSHIP For Curve No. 3221 105 104 • 103 n y .0 102 101 •• 100 16.5 18 19.5 21 22.5 24 25.5 Water content, % Test specification: VTM-1,Std.VTM correction Elev/ Classification Nat. "/a> °/,< Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 ML A-4 21.5 NP NP 2.5 69.4 ui To TEST RESULTS MATERIAL DESCRIPTION mMaximum dry density= 103.8 pcf Brown,sandy SILT with trace gravel and with mica aOptimum moisture=20.9% (72 Project No. 71 U0032 Client: Dunlora V LLC Remarks: •w Project: Dunlora V Sample 2 Date: 10/29/16 o Sample Number: 3221 FROEHLING & ROBERTSON, INC. 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