No preview available
HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR22 (12-2-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 22 PAGE 1 OF 3 PROJECT NO: Z486.01 DATE: 12/02/22 LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC WEATHER: 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 CASE Construction SV216 Single Drum Roller 3. Earthwork observed: A) C.C. Construction removed a stockpile of previously excavated sand from the westerly proposed pavement area (see attached Figure No. 1- Site Sketch and Photo Log). The sand was hauled off-site. Following removal of the stockpile, C.C. Construction cut the area down about 12± inches from approximately Elevation (El) 39± feet to 38± feet. The excavated natural sand generally consisted of light tan, fine to medium SAND, trace Silt, trace Roots, trace fine Gravel. C.C. Construction then placed an approximately 12± inch thick lift of imported base course gravel fill over the natural sand subgrade up to approximately El 39± feet. The base course gravel fill appeared to be generally representative of sample no. FS-3 and generally consisted of grayish brown, fine to coarse GRAVEL, some fine to coarse Sand, and trace Silt. The base course fill was compacted with about 8 passes of the single drum vibratory roller and appeared firm and stable under the vibratory action of the compactor. The undersigned performed Field Density Test (FDT) nos. 160 through 163 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. 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: 22 PAGE 2 OF 3 PROJECT NO: Z486.01 DATE: 12/02/22 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: 22 PAGE 3 OF 3 PROJECT NO: Z486.01 DATE: 12/02/22 FIELD DENSITY TEST NO. APPROX. ELEV. CORR. MAX. DRY DENSITY (PCF) OPTIMUM MOISTURE (%) IN PLACE DRY DENSITY (PCF) IN PLACE MOISTURE CONTENT (%) COMPACTION (%) REMARKS 160 39± 135.2 6.4 131.4 6.5 97.1 1,2,3 161 39± 135.2 6.4 131.0 6.9 96.8 1,2,3 162 39± 135.2 6.4 129.6 6.7 95.8 1,2,3 163 39± 135.2 6.4 130.0 6.4 96.2 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. 22 Page 1 of 2 Photograph #1 Description of Photograph: Removing stockpile of previously excavated sand from westerly proposed pavement area. (Item 3A) Photograph Taken By: Mackenzie Meschwitz, dated 12/02/22 Photograph #2 Description of Photograph: Excavating 12± inches of apparent natural sand from proposed pavement area. (Item 3A) Photograph Taken By: Mackenzie Meschwitz, dated 12/02/22 NORTHEAST GEOTECHNICAL, INC. Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 22 Page 2 of 2 Photograph #3 Description of Photograph: Compacting pavement base course fill within the proposed westerly pavement area. (Item 3A) Photograph Taken By: Mackenzie Meschwitz, dated 12/02/22