HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR14 (11-9-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 14 PAGE 1 OF 3
PROJECT NO: Z486.01 DATE: 11/09/2022
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 SV216 Single Drum Vibratory Roller C) One Caterpillar D6N Bulldozer
3. Earthwork observed: A) Grading and proof compaction of the proposed pavement area subgrades within the westerly and southwesterly areas of the site occurred today (see attached Figure No. 1, Site Sketch and Photo
Log). The subgrades appeared to consist of natural sandy soil in cut areas of the site, or previously
placed fill consisting of on-site sand. The sandy subgrades appeared to generally consist of tan to reddish-tan, fine to medium SAND, trace Silt, and trace fine Gravel, and appeared generally representative of sample no. FS-1. C.C. Construction graded the sandy subgrades to an approximate
Elevation of 38± feet, and then compacted the subgrades with about 8 passes of the vibratory single drum roller. The subgrades appeared firm and stable. The undersigned performed Field Density Test (FDT) nos. 83 through 92 on the compacted sandy subgrades (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: 14 PAGE 2 OF 3
PROJECT NO: Z486.01 DATE: 11/09/22
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: 14 PAGE 3 OF 3
PROJECT NO: Z486.01 DATE: 11/09/22
FIELD DENSITY TEST NO.
APPROX. ELEV.
MAX. DRY DENSITY (PCF)
OPTIMUM MOISTURE (%)
IN PLACE DRY DENSITY (PCF)
IN PLACE MOISTURE CONTENT (%)
COMPACTION (%) REMARKS
83 38± 113.7 9.5 112.9 6.6 99.3 1,2,3
84 38± 113.7 9.5 114.4 7.4 100+ 1,2,3
85 38± 113.7 9.5 113.4 6.7 99.7 1,2,3
86 38± 113.7 9.5 113.3 7.2 99.7 1,2,3
87 38± 113.7 9.5 111.5 7.4 98.1 1,2,3
88 38± 113.7 9.5 113.4 6.2 99.7 1,2,3
89 38± 113.7 9.5 113.4 6.7 99.7 1,2,3
90 38± 113.7 9.5 114.6 5.7 100+ 1,2,3
91 38± 113.7 9.5 113.2 6.5 99.6 1,2,3
92 38± 113.7 9.5 114.4 6.2 100+ 1,2,3
REMARKS: 1. Satisfactory compaction percentage achieved at test location.
2. Tested subgrade material generally representative of sample no. FS-1. 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. 14 Page 1 of 1
Photograph #1
Description of Photograph:
Grading exposed sand subgrade in
proposed pavement area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/09/2022
Photograph #2
Description of Photograph:
Proof-compacting sand subgrade in
proposed pavement area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/09/2022