HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR15 (11-10-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 15 PAGE 1 OF 3
PROJECT NO: Z486.01 DATE: 11/10/22
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Sunny, 45-52 ºF CONTRACTOR(S): DellbrookǀJKS; C.C.
Construction, Inc.
1. Mackenzie Meschwitz arrived on site at 0700 hours. Left site at 1500 hours. 2. Earthwork equipment:
A) One Volvo L120H Loader B) One CASE Construction SV216 Single Drum Roller C) One Caterpillar D6N Bulldozer
3. Earthwork observed: A) Placement of base course sand and gravel fill began within a proposed pavement area today (see attached Figure No. 1, Site Sketch and Photo Log). C.C. Construction placed one, 12± inch thick lift
of base course sand and gravel fill in the southwesterly proposed pavement area. The base course
fill, which was reportedly imported from C.C. Construction’s location in Plymouth, MA, appeared to be generally representative of sample no. FS-3. The imported fill appeared to generally consist of grayish brown, fine to coarse SAND and fine to coarse GRAVEL, trace Silt. The lift was placed
over the previously compacted sandy subgrade up to approximately proposed bottom of pavement elevations. The lift of fill was compacted with about 8 passes of the vibratory single drum roller. The base course fill appeared firm and stable under the vibratory action of the roller. The undersigned performed Field Density Test (FDT) nos. 93 through 98 on the compacted base
course sand and gravel fill (see attached Figure No. 1, Site Sketch for 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.
4. Attachments: Photo Log Figure No. 1 – Site Sketch
ONSITE:
TRAVEL:
REPORT:
TOTAL:
8.00 hours
0.50 hour
1.00 hour
9.50 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: 15 PAGE 2 OF 3
PROJECT NO: Z486.01 DATE: 11/10/22
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 FIELD DENSITY TESTS
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 15 PAGE 3 OF 3
PROJECT NO: Z486.01 DATE: 11/10/22
FIELD DENSITY TEST NO.
APPROX. ELEV.
CORR. MAX. DRY DENSITY (PCF)
OPTIMUM MOISTURE (%)
IN PLACE DRY DENSITY (PCF)
IN PLACE MOISTURE CONTENT (%)
COMPACTION (%) REMARKS
93 39± 135.2 6.4 129.2 5.1 95.6 1,2,3
94 39± 135.2 6.4 128.8 5.5 95.3 1,2,3
95 39± 135.2 6.4 128.9 5.4 95.4 1,2,3
96 39± 135.2 6.4 129.3 4.9 95.6 1,2,3
97 39± 135.2 6.4 131.2 5.4 97.0 1,2,3
98 39± 135.2 6.4 131.7 4.9 97.4 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. 15 Page 1 of 1
Photograph #1
Description of Photograph:
Placing and spreading one, 12±
inch-thick lift of base course sand
and gravel fill in proposed
southwesterly pavement area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/10/2022
Photograph #2
Description of Photograph:
Compacting lift of base course sand
and gravel fill.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/10/2022