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HomeMy WebLinkAboutDaily Field Report_2018.11.02-1Contractor: Dotlitch Weather: Cloudy Temperature (°F): 60 Arrival Time: 09:00 Departure Time: 11:30 ATC Rep: Brown, John Date: 11/02/2018 A. Description of Work: Excavating B. Location Details: North side C. Tests Performed: DCP'S Pocket pen D. Equipment and Crew: Na E. Problems/Non­Compliance/Failing Tests Discrepancy Number Non­Compliance Who Advised Status Resolution Description 3 Soft soils were present in the pond area in the north west corner of the site. Dotlitch Open Specs. Available On­Site: Yes No Plans Available On­Site: Yes No Request for other information; specs./plans, mill certifications, details or manufacturer's literature: Remarks or Comments: The ATC representative arrived on site at 09:00am as requested by Morris. Upon arriving at site, ATC representative checked in with Dotlitch. ATC representative was informed of work requiring testing and inspections. Blows 2 blows in 6" four times Moved to another spot. 2 blows in 6" Pocket pen results .5 = 1,000 psf .5 = 1,000 psf 1.5 = 3,000 psf .5 = 1,000 psf 1.5 = 3,000 psf 1 = 2,000 psf 1.5 = 3,000 psf Avg. = 2,000 psf Based on the SC­740 chamber requirements listed below, ATC recommends placing a minimum of 15" of base stone. If the test is 2,600­3,000 then a minimum of 9” of base stone is required. If the test is 2,300­2,500 then a minimum of 12” of base stone is required. If the test is 2,000­2,200 then a minimum of 15” of base stone is required ✔ ✔ Daily Field Report Report #: DRPO­000005 7988 Centerpoint Drive Suite 100 Indianapolis, IN 46256 Phone: 317­579­4031 Fax: 317­849­4278 Client: J G Morris Construction ., . ., YY . Project: 170MT00382 Belle Tire, Carmel Page 1 of 3 2 .5 = 1,000 psf .5 = 1,000 psf 1.5 = 3,000 psf .5 = 1,000 psf 1.5 = 3,000 psf 1 = 2,000 psf 1.5 = 3,000 psf Avg. = 2,000 psf Based on the SC­740 chamber requirements listed below, ATC recommends placing a minimum of 15" of base stone. If the test is 2,600­3,000 then a minimum of 9” of base stone is required. If the test is 2,300­2,500 then a minimum of 12” of base stone is required. If the test is 2,000­2,200 then a minimum of 15” of base stone is required Anything below 2,000 PSF will have to be deferred to the geo tech engineer to provide a design to achieve the minimum bearing resistance. Before departing the site, ATC representative notified Dotlitch of field inspection results. Daily Field Report Report #: DRPO­000005 7988 Centerpoint Drive Suite 100 Indianapolis, IN 46256 Phone: 317­579­4031 Fax: 317­849­4278 Client: J G Morris Construction ., . ., YY . Project: 170MT00382 Belle Tire, Carmel Page 2 of 3 2