HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR26 (12-7-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 26 PAGE 1 OF 3
PROJECT NO: Z486.01 DATE: 12/07/22
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Cloudy/Rain, 32-39 ºF CONTRACTOR(S): DellbrookǀJKS; C.C.
Construction, Inc.
1. Mackenzie Meschwitz arrived on site at 0700 hours. Left site at 1030 hours.
2. Earthwork equipment:
A) One Volvo L120H Loader B) One Bomag 50/55D Reversible Vibratory Plate Compactor C) One Caterpillar 335F Excavator
D) One CASE SV216 Single Drum Vibratory Roller 3. Earthwork observed:
A) Earthwork operations continued within the proposed northerly and southerly concrete ramp areas along the westerly side of the building today (see attached Figure No. 1 – Site Sketch and Photo Log). C.C. Construction had previously placed an approximately 12± inch thick lift of imported base
course fill within the northerly ramp area up to proposed bottom-of-concrete elevations (39± to 42± feet) along the length of the proposed ramp (refer to Field Report No. 24 for additional information). During today’s earthwork activities, C.C. Construction placed an approximately 12± inch thick lift of imported base course fill, generally representative of sample no. FS-3, over the previously placed and compacted ramp backfill up to proposed bottom-of-concrete pavement elevations (39± to 42± feet)
along the length of the proposed southerly ramp. The base course fill generally consisted of dark grayish brown, fine to coarse SAND, some fine to coarse Gravel, and trace Silt. C.C. Construction compacted the base course fill within the two ramp areas with about 6 passes of
the reversible vibratory plate compactor and the vibratory drum roller. The base course fill appeared firm and stable under the vibratory action of the compactors. The undersigned performed Field Density Test (FDT) nos. 168 through 175 on the compacted base course fill (see attached Figure No. 1 – Site Sketch for the approximate test locations). The test
results indicated that a satisfactory compaction percentage was achieved at each test location. Refer to the Summary of Field Density Tests sheet on page 3 of this report for additional information.
ONSITE:
TRAVEL:
REPORT:
TOTAL:
3.50 hours
1.50 hours
1.00 hour
6.00 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: 26 PAGE 2 OF 3
PROJECT NO: Z486.01 DATE: 12/07/22
4. Attachments: Photo Log Figure No. 1 – Site Sketch
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 FIELD DENSITY TESTS
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 26 PAGE 3 OF 3
PROJECT NO: Z486.01 DATE: 12/07/22
FIELD DENSITY TEST NO.
APPROX. ELEV.
CORR. MAX. DRY DENSITY (PCF)
OPTIMUM MOISTURE (%)
IN PLACE DRY DENSITY (PCF)
IN PLACE MOISTURE CONTENT (%)
COMPACTION (%) REMARKS
168 Bottom of Slab 135.2 6.4 134.5 5.9 99.4 1,2,3
169 Bottom of Slab 135.2 6.4 130.3 6.8 96.3 1,2,3
170 Bottom of Slab 135.2 6.4 133.3 6.8 98.5 1,2,3
171 Bottom of Slab 135.2 6.4 132.4 6.2 97.9 1,2,3
172 Bottom of
Slab 135.2 6.4 128.8 6.3 95.2 1,2,3
173 Bottom of
Slab 135.2 6.4 132.4 5.5 97.9 1,2,3
174 Bottom of
Slab 135.2 6.4 129.1 5.9 95.4 1,2,3
175 Bottom of
Slab 135.2 6.4 131.2 5.9 97.0 1,2,3
REMARKS: 1. Satisfactory compaction percentage achieved at test location.
2. Tested fill material generally representative of sample no. FS-3. 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. 26 Page 1 of 1
Photograph #1
Description of Photograph:
Placement of one, 12± inch thick
lift of base course fill within the
southerly proposed concrete ramp
area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/07/22
Photograph #2
Description of Photograph:
Compaction of base course fill
within the southerly proposed
concrete ramp area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/07/22