Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Fugro USA Land, Inc. - 1/23/2018
Fugro USA Land, Inc. 2517 East Loop 820 North Fort Worth, TX 76118 Phone (817) 284-9595, Fax (817) 284-4480 REPORT OF SOIL COMPACTION TESTS IN THE FIELD Project: Grapevine Main - Infrastructure/Sitework Phase Service Date: 01/23/2018 Client: Brooks Hospitality Group Report Date: 01/26/2018 c/o Coury Hospitality Project No.: 04.41182003 7134 S. Yales, Suite 400 Lab / Report No.: 31114-1 / 0009 Tulsa,, OK 74136 Page 1 of 2 Construction: Moisture Conditioning Compact. ---- ---------------------- Compact. Curve No. Specified Specified -------------- ---- ProbeWet Depth (in.) ------------------ ----- Density (pcf) ------------------------ Dry Density (pcf) ------------ - Moisture (%) Max. Dry Optimum Curve Material Description Compaction Moisture Test 100.9 100.4 22.7 23.1 94.8 94.4 Density Moisture No. Classification -200 -40 (%) (%) Method LL PL PI (pcf) (%) 9033 Dark brown sandy lean clay 67.0 Min 94% Min 4% ASTM D698 48t2O 20 28 99.6 21.9 9034 Dark reddish brown sandy lean 58,0 Min 94% Min 4% ASTM D698 r35 16 19 106.4 18.1 122.7 play 22.5 94.2 22 23 9034 9033 5 6 20'S./ 80'W. NEC 25'S,/ 75'W. NEC 6 6 122.7 123.4 General Location: Building Pad for the Parking Garage ----------------- Test No. ---- ---------------------- Compact. Curve No. ------------------ Lift --------------------------------------------------------------------- Location -------------- ---- ProbeWet Depth (in.) ------------------ ----- Density (pcf) ------------------------ Dry Density (pcf) ------------ - Moisture (%) ---------- ------------------------- Compaction (%) 16 17 9034 9034 9 10 20'S./ 30'W. NEC 25'S./ 26W. NEC 6 6 123.8 123.6 100.9 100.4 22.7 23.1 94.8 94.4 18 9034 1 20'S./ 70'W. NEC 6 123.9 1013 22.3 95.2 19 9034 2 15'S./ 80'W. NEC 6 122.4 100.0 22.4 94.0 20 9033 3 25'S./ 60'W. NEC 6 121.9 96.7 26.1 97.1 21 9034 4 PO' S./ 70'W. NEC 6 122.7 100.2 22.5 94.2 22 23 9034 9033 5 6 20'S./ 80'W. NEC 25'S,/ 75'W. NEC 6 6 122.7 123.4 100.3 97.6 22.3 26.4 94.3 98.0 24 9034 7 15'S./ 60'W. NEC 6 122.7 1003 22.3 94.3 25 9034 8 20'S./ 70'W. NEC 6 124.3 100.6 23.6 94.6 26 9034 9 30'S,/ 60'W. NEC 6 123.3 100.3 22.9 94.3 27 9034 10 115' SJ 70' W. NEC 6 123.5 100.6 22.8 94.6 28 9033 10 20'S./ 120'W. NEC 6 119.7 943 26.9 94.7 29 9033 10 20'S./ 160'W. NEC 6 119.0 916 27.1 94.0 30 9034 2 25'S./ 130'W. NEC 6 116.3 912 24.8 87.6* 31 9034 2 Retest #30 6 123.1 100.5 22.5 94.5 32 9034 2 30'S,/ 65'W. NEC 6 122.6 100.1 22.5 94.1 33 9034 3 15'S./ 120'W. NEC 6 119.2 98.4 21.1 92.5* 34 9034 3 Retest #33 6 123.7 100.7 22.8 94.6 35 9034 3 O'S./ 175'W. NEC 6 122.2 100.1 22.1 94.1 THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF FUGRO USA LAND, INC. Fugro USA Land, Inc. 2517 East Loop 820 North Fort Worth, TX 76118 Phone (817) 284-9595, Fax (817) 284-4480 REPORT OF SOIL COMPACTION TESTS IN THE FIELD Project: Grapevine Main - Infrastructure/Sitework Phase Service Date: 01/23/2018 Client: Brooks Hospitality Group Report Date: 01/26/2018 c/o Coury Hospitality Project No.: 04.41182003 7134 S. Yales, Suite 400 Lab / Report No.: 31114-1 / 0009 Tulsa,, OK 74136 Page 2 of 2 Gauge No.: 6038 Density Std.: 1695 Moisture Std.: 533 Remarks: The test results at the above described location(s) comply with the requirements of the project specifications except those marked Test Methods: ASTM D6938 Fugro Representative: Randon Wentzler Fugro USA Land, Inc. TBPE Firm Registration No. F-299 /Zov Z' �oy R. Itrant, P.E. CMET Manager THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF FUGRO USA LAND, INC.