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Home My WebLink AboutZ486.01 - FedEx - South Yarmouth MA - FR40 (4-10-23)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 40 PAGE 1 OF 3 PROJECT NO: Z486.01 DATE: 4/10/23 LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC WEATHER: Clear, 45-55°F CONTRACTOR(S): DellbrookǀJKS; Lawrence- Lynch Corp. 1. Henry Tinoco arrived on site at 0715 hours. Left site at 1515 hours. 2. Earthwork equipment: A) One LeeBoy 8510E Asphalt Paver B) One Roadtec RP195E Asphalt Paver C) One Hypac C350D Double-Drum Roller D) One Caterpillar CB24B Medium Vibratory Double-Drum Roller E) One Wacker Vibratory Plate Compactor F) Four Ten Wheel Dump Trucks 3. Earthwork observed: A) Paving operations were performed throughout the site today (see attached Site Sketch, Figure No. 1). The undersigned observed the placement and compaction of one, 2.5± inch thick loose layer of premixed bituminous concrete (binder course asphalt) at a strip in the southern driveway area and above a previously backfilled utility trench near the center of the driveway area (see attached Site Sketch, Figure No. 1. and refer to field report no. 39 for additional information). The asphalt binder course temperatures were assessed upon placement and ranged from about 267ºF to 302ºF. Compaction efforts consisted of six to ten passes with the caterpillar CB24B medium vibratory double-drum roller at temperatures ranging from about 143ºF to 273ºF. The undersigned performed pavement density test (PDT) nos. 1, 2, and 3 on the compacted binder course asphalt (see Fig. No. 1 for the approximate test locations). The test results indicated that a satisfactory compaction percentage was achieved at each test location. B) The undersigned observed the placement of one, 1.5± inch thick layer of premixed bituminous concrete for the top course layer within the westerly proposed parking lot, along the main driveway area, and within the southerly access ramp to the west of the building. The undersigned assessed surface course asphalt temperatures upon placement and ranged from about 263ºF to 298ºF. Compaction efforts consisted of four to six passes with the Hypac C350D double-drum roller and eight to ten passes with the caterpillar CB24B medium vibratory double-drum roller at temperatures ranging from about 124ºF to 277ºF. The vibratory plate compactor was utilized around catch basin structures and in tight areas where the double-drum roller was not accessible. ONSITE: TRAVEL: REPORT: TOTAL: 8.00 hours 1.50 hours 1.00 hour 10.50 hours Henry Tinoco FIELD REPRESENTATIVE Christian Rice, P.E. REVIEWER Tel: 508-598-3510 NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 40 PAGE 2 OF 3 PROJECT NO: Z486.01 DATE: 4/10/23 The undersigned performed pavement density test nos. 4 through 12 on the compacted top course asphalt (see Fig. No. 1 for the approximate test locations). The test results indicated that an adequate degree of compaction was achieved at each test location. Refer to the attached Summary of Pavement Density Tests sheet on page 3 of this report for the pavement density test results. 4. Attachments: Figure No. 1 – Site Sketch Photo Log 5. Distribution: Greg Bilezikian – 225 White’s Path Units 2 and 3, LLC Rick Fenuccio – ClearPath Advisors, LLC Kurt Raber – Catalyst Architecture & Interiors Kate Wollman – Catalyst Architecture & Interiors Mike Schmidt – DellbrookǀJKS David Fernandes - DellbrookǀJKS Marina Denisova - DellbrookǀJKS Scott Mitchell - DellbrookǀJKS Mark Grylls – Town of Yarmouth Building Commissioner Tim Sears – Town of Yarmouth Deputy Building Commissioner NORTHEAST GEOTECHNICAL, INC. SUMMARY OF PAVEMENT DENSITY TESTS PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 40 PAGE 3 OF 3 PROJECT NO: Z486.01 DATE: 4/10/23 PVMNT. DENSITY TEST NO. APPROX. ELEV. MAXIMUM VOIDLESS DENSITY (PCF) TEMP AT TIME OF TEST (°F) IN PLACE DENSITY (PCF) PERCENT VOIDS (%) COMPACTION (%) REMARKS 1 Top of Binder 156.2 145 149.0 4.3 95.4 1,2,3 2 Top of Binder 156.2 141 144.8 3.5 92.7 1,2,3 3 Top of Binder 156.5 137 144.9 3.4 92.8 1,2,3 4 Top of Surface Course 155.2 131 144.8 3.5 93.2 1,2,3 5 Top of Surface Course 155.2 133 145.6 3.0 93.8 1,2,3 6 Top of Surface Course 155.2 138 144.1 3.9 92.8 1,2,3 7 Top of Surface Course 155.2 127 145.3 3.2 93.6 1,2,3 8 Top of Surface Course 155.2 111 147.2 1.9 94.8 1,2,3 9 Top of Surface Course 155.2 125 149.6 3.3 96.4 1,2,3 10 Top of Surface Course 155.2 133 146.2 2.5 94.2 1,2,3 11 Top of Surface Course 155.2 148 142.8 4.8 92.0 1,2,3 12 Top of Surface Course 155.2 129 145.5 3.0 93.8 1,2,3 REMARKS: 1. Satisfactory compaction percentage achieved at test location. 2. Maximum voidless density obtained from HOLCIM – South Dennis Asphalt Plant. 3. Density test performed with the Troxler Series 3440 Moisture/Density Gauge. Henry Tinoco FIELD REPRESENTATIVE 1d'"' 1 n \ \ ...-.-,--- -�i''' V' '-' Co c.,SX- , .✓ I ✓ � eeoe«l'D li:'47FB QUAllll UMI \..., · rns 202sb1' I --,,noIHV 111-,ll t2(£XC86) /NV W•lll2(c»IH-4)\ IN\ Ot/T•.'2.61 \ i \ PBQPQZD CB-Z o Rlll•::J0.401 \ /NV-J5. Pl\ 'LG \ �s!t� \ '29 L.F. 12" \ 11 ltlPC s-1.,,_ (,,'' I 74 L.F. 12°1 •: L � S-I.OK , , l' ' " 1.5� L.F. 24" :. u ' ';· / ,,/ CTf<rf /1! ,r NJ' <· '2) -'\K '\1\ ,, '•) 1� s-r-; o;,, � • \ \ \\ ' _.......,sf< ' r / '-\ • \ -� -<' 7 PB9f'Q5EP P!P:f:f -0 \ ,. �-\ i• RlAf<: .J9.IO \ \ WV#!• .J5.20(C8-5� ./ o " INV /Ha J5.17(C&c-7 WV tHl.. JJ.52ii�� , . \\ ,.::,�=:,:e�l.'I wv our,, 1 JJ.-l2\ , .·., I�, � \ -:=,_ �;v \ L.F.d!ri.\ q_ i \ T• JJ.M 11!1 LF. HOPE. s PJ!QPQSfD --.311. IHV- 3.5.40 , :< t "' / ,, }/" ov )f, J,Y A' \/, D yp I -�NORTHEAST GE □TECHNICAL X, NOTES: 1. BASE MAP DEVELOPED FROM PLAN TITLED "SITE GRADING AND DRAINAGE PLAN", DRAWING No. C-103, DATED 6/14/2022, BY CHA. 2. AREAS OF CONSTRUCTION SHOWN ON THIS SKETCH ARE APPROXIMATE. LEGEND: • APROXIMATE LOCATION OF FIELD DENSITY TEST. X X NORTHEAST GEOTECHNICAL, INC. PROPOSED FEDEX FACILITY 225 WHITE'S PATH SOUTH YARMOUTH, MA Project No.: 2486.01 SITE SKETCH Field Report No.: 40 Date: Drawn By: HMT Figure No.: 1 JACK POWERS, 10/03/2022, 1 6:24: 1 2 I FILE: C:\NORTHEAST\2022\Z486.01 SOUTH YARMOUTH\PLANS\048601 FSK 1 .DWG NORTHEAST GEOTECHNICAL, INC. Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 40 Page 1 of 3 Photograph #1 Description of Photograph: Placement of asphalt binder course layer. (Item 3A) Photograph Taken By: Henry Martinez Tinoco, dated 4/10/23 Photograph #2 Description of Photograph: Measurement of 1.5± inch thick layer of asphalt top course layer. (Item 3B) Photograph Taken By: Henry Martinez Tinoco, dated 4/10/23 NORTHEAST GEOTECHNICAL, INC. Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 40 Page 2 of 3 Photograph #3 Description of Photograph: Placement and compaction of asphalt top course layer in westerly parking lot. (Item 3B) Photograph Taken By: Henry Martinez Tinoco, dated 4/10/23 Photograph #4 Description of Photograph: Placement and compaction of asphalt top course layer, and performing Pavement Density Test (PDT) no. 8. (Item 3B) Photograph Taken By: Henry Martinez Tinoco, dated 4/10/23 NORTHEAST GEOTECHNICAL, INC. Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 40 Page 3 of 3 Photograph #5 Description of Photograph: Compaction of asphalt top course layer near southerly access ramp to the west of the building. (Item 3B) Photograph Taken By: Henry Martinez Tinoco, dated 4/10/23 Photograph #6 Description of Photograph: Compaction of asphalt top course layer, and performing PDT no. 10. (Item 3B) Photograph Taken By: Henry Martinez Tinoco, dated 4/10/23