HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR17 (11-15-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 17 PAGE 1 OF 3
PROJECT NO: Z486.01 DATE: 11/15/22
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Overcast, 35-44 ºF CONTRACTOR(S): DellbrookǀJKS; C.C.
Construction, Inc.
1. Mackenzie Meschwitz arrived on site at 0700 hours. Left site at 1600 hours.
2. Earthwork equipment:
A) One Volvo L120H Loader B) One CASE Construction SV216 Single Drum Vibratory Roller C) One Caterpillar D6N Bulldozer
3. Earthwork observed: A) Placement of base course sand and gravel fill continued within two proposed pavement areas 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 both the northwesterly and southwesterly proposed pavement areas. 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 base course fill was compacted with about 10 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. 104 through 110 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:
9.00 hours
0.50 hour
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: 17 PAGE 2 OF 3
PROJECT NO: Z486.01 DATE: 11/15/22
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: 17 PAGE 3 OF 3
PROJECT NO: Z486.01 DATE: 11/15/22
FIELD DENSITY TEST NO.
APPROX. ELEV.
CORR. MAX. DRY DENSITY (PCF)
OPTIMUM MOISTURE (%)
IN PLACE DRY DENSITY (PCF)
IN PLACE MOISTURE CONTENT (%)
COMPACTION (%) REMARKS
104 39± 135.2 6.4 129.0 7.0 95.4 1,2,3
105 39± 135.2 6.4 128.5 7.0 95.0 1,2,3
106 39± 135.2 6.4 129.4 6.5 95.7 1,2,3
107 39± 135.2 6.4 129.1 7.2 95.5 1,2,3
108 39± 135.2 6.4 128.7 6.6 95.2 1,2,3
109 39± 135.2 6.4 128.5 6.9 95.0 1,2,3
110 39± 135.2 6.4 129.1 6.3 95.4 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. 17 Page 1 of 2
Photograph #1
Description of Photograph:
Spreading one 12± inch thick lift of
base course sand and gravel fill in
proposed pavement area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/15/22
Photograph #2
Description of Photograph:
Compacting lift of base course sand
and gravel fill in proposed
pavement area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/15/22
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 17 Page 2 of 2
Photograph #3
Description of Photograph:
Spreading one 12± inch thick lift of
base course sand and gravel fill in
southwesterly proposed pavement
area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/15/22
Photograph #4
Description of Photograph:
Compacting lift of base course sand
and gravel fill in southwesterly
proposed pavement area.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
11/15/22