HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR19 (11-23-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 19 PAGE 1 OF 3
PROJECT NO: Z486.01 DATE: 11/23/22
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Overcast, 38-43 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 Bomag 50/55D Reversible Vibratory Plate Compactor C) One Caterpillar 335F Excavator D) One Dynapac CA1300D Vibratory Single Drum Roller
3. Earthwork observed: A) Backfilling between the ramp foundation walls along the exterior of the westerly building wall occurred
today (see attached Figure No. 1, Site Sketch and Photo Log). C.C. Construction placed two to four,
12± inch thick lifts of previously excavated sand in the southerly ramp area from approximately Elevation 38± feet up to Elevations 40± to 42± feet. C.C. Construction also placed two, 12± inch thick lifts of previously excavated sand in the northerly ramp area from approximately Elevation 38± feet up
to about Elevation 40± feet. The sand used as backfill appeared to be generally representative of sample no. FS-1 and generally consisted of tan, fine to medium SAND, trace Silt, and trace fine Gravel. Each lift of backfill was compacted with about six passes of the reversible plate compactor and vibratory drum roller and appeared firm and stable under the vibratory action of the compactors.
The undersigned performed field density tests (FDT) nos. 127 through 136 on the compacted lifts of backfill (see attached Figure No. 1 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.
4. Attachments: Photo Log Figure No. 1 – Site Sketch
ONSITE:
TRAVEL:
REPORT:
TOTAL:
8.00 hours
1.50 hours
1.00 hour
10.50 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: 19 PAGE 2 OF 3
PROJECT NO: Z486.01 DATE: 11/23/22
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: 19 PAGE 3 OF 3
PROJECT NO: Z486.01 DATE: 11/23/22
FIELD DENSITY TEST NO.
APPROX. ELEV.
MAX. DRY DENSITY (PCF)
OPTIMUM MOISTURE (%)
IN PLACE DRY DENSITY (PCF)
IN PLACE MOISTURE CONTENT (%)
COMPACTION (%) REMARKS
127 39± 113.7 9.5 113.8 2.7 100+ 1,2,3
128 40± 113.7 9.5 111.4 4.1 98.0 1,2,3
129 41± 113.7 9.5 111.5 4.1 98.1 1,2,3
130 41± 113.7 9.5 112.2 3.7 98.7 1,2,3
131 42± 113.7 9.5 112.4 5.8 98.8 1,2,3
132 42± 113.7 9.5 114.0 4.7 100+ 1,2,3
133 39± 113.7 9.5 113.7 5.7 100.0 1,2,3
134 39± 113.7 9.5 113.3 5.4 99.6 1,2,3
135 40± 113.7 9.5 110.4 3.0 97.1 1,2,3
136 40± 113.7 9.5 109.1 3.5 96.0 1,2,3
REMARKS: 1. Satisfactory compaction percentage achieved at test location. 2. Tested fill 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. 19 Page 1 of 1
Photograph #1
Description of Photograph:
Backfilling between ramp
foundation walls.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/23/22
Photograph #2
Description of Photograph:
Compacting backfill at southerly
ramp.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/23/22