HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR27 (12-8-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 27 PAGE 1 OF 3
PROJECT NO: Z486.01 DATE: 12/08/22
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Sunny, 33-45 ºF CONTRACTOR(S): DellbrookǀJKS; Lawrence-
Lynch Corp.
1. Mackenzie Meschwitz arrived on site at 0700 hours.
Left site at 1530 hours.
2. Earthwork equipment:
A) One RoadTec RP-195e Asphalt Screener
B) One Caterpillar VR-32-13 Vibratory Tandem Drum Roller C) One Caterpillar CB24B Vibratory Tandem Drum Roller
3. Earthwork observed:
A) Lawrence-Lynch Corp. performed paving operations today within the westerly proposed parking
area as well as within the entrance road leading to the parking area (see attached Figure No. 1 – Site
Sketch and Photo Log). The undersigned observed the placement and compaction of one, 2½± to 3 ± inch thick loose layer of black, hot premixed bituminous concrete (binder course asphalt). The
undersigned took asphalt temperature readings during placement ranging from about 260°F to
290°F. Compaction took place with one Caterpillar VR-32-13 vibratory tandem drum roller and one Caterpillar CB24B vibratory tandem drum roller making about 10± passes prior to the asphalt
temperatures cooling to about 140°F. The undersigned measured compacted asphalt thickness at various locations around the pavement area. The measured thickness generally met or excessed the
specified minimum binder course thickness of 2.5 inches.
The undersigned performed Pavement Density Test (PDT) nos. 1 through 14 on the compacted
binder course asphalt layer (see attached Figure No. 1 - Site Sketch 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 (page 3 of this report)
for additional information.
4. Attachments: Photo Log
Figure No. 1 – Site Sketch
ONSITE: TRAVEL: REPORT:
TOTAL:
8.50 hours 1.50 hours
1.00 hour 11.00 hours
Mackenzie Meschwitz
FIELD REPRESENTATIVE
Mark Zambernardi, P.E. REVIEWER
Tel: 508-598-3510
NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 27 PAGE 2 OF 3
PROJECT NO: Z486.01 DATE: 12/08/22
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: 27 PAGE 3 OF 3
PROJECT NO: Z486.01 DATE: 12/08/22
PAVEMENT DENSITY TEST NO.
APPROX.
ELEV.
MAX. VOIDLESS
DENSITY (PCF)
TEMP AT TIME OF TEST (°F)
IN PLACE DENSITY (PCF)
PERCENT
VOIDS (%)
COMPACTION
(%) REMARKS
1 -1.5±" FG 156.6 104.1 149.1 4.8 95.2 1,2
2 -1.5±" FG 156.6 106.7 148.5 5.1 94.9 1,2
3 -1.5±" FG 156.6 105.8 146.4 6.5 93.5 1,2
4 -1.5±" FG 156.6 90.5 151.8 6.5 96.9 1,2
5 -1.5±" FG 156.6 91.0 153.9 3.1 98.3 1,2
6 -1.5±" FG 156.6 103.2 147.5 1.7 94.2 1,2
7 -1.5±" FG 156.6 89.2 148.2 5.8 94.7 1,2
8 -1.5±" FG 156.6 77.3 151.0 5.3 96.4 1,2
9 -1.5±" FG 156.6 83.1 145.6 3.6 93.0 1,2
10 -1.5±" FG 156.6 94.8 146.6 7.0 93.6 1,2
11 -1.5±" FG 156.6 109.7 145.3 6.4 92.8 1,2
12 -1.5±" FG 156.6 107.9 146.3 7.2 93.4 1,2
13 -1.5±" FG 156.6 93.2 147.7 6.6 94.3 1,2
14 -1.5±" FG 156.6 78.9 144.3 5.7 92.1 1,2
REMARKS: 1. Satisfactory compaction percentage achieved at test location.
2. Maximum theoretical voidless density of binder course mix provided by Lawrence-Lynch Corp.
3. Density test performed with the Troxler Series 3440 Moisture/Density Gauge.
Mackenzie Meschwitz
FIELD REPRESENTATIVE
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 27 Page 1 of 2
Photograph #1
Description of Photograph:
Placement of one 2½± to 3± inch
thick layer of pavement binder
course.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/08/22
Photograph #2
Description of Photograph:
Compaction of binder course layer.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/08/22
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 27 Page 2 of 2
Photograph #3
Description of Photograph:
Measuring compacted binder course
layer.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/08/22
Photograph #4
Description of Photograph:
Pavement binder course layer in
westerly proposed parking area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/08/22