Loading...
SS9901A-LR020823 ,E. LD DENSITY TESTING P, eport Number: 94021187.0077 Service Date: August 15, 2002 Client: St. Joseph Village, Inc. Attn: Joseph Dingman 13223 Glad Acres Drive Dallas TX 75234 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: August 23, 2002 Project: St. Joseph Village 1201 East Sandy Lake Rd Coppell, TX 75019 Project Number: 94021187 Material Information Material Laboratory No. Test Method 1. 211870001 ASTM D 698 Description and Classification Med brown silty clay w/gravel Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight '(%) (pct') (%) (% compaction) 17.6 107.9 -1/+3 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) 30" Force Main Line Backfill 696 Sra. 16+00 9' BEG 1 6 18.2 106.1 697 Sta. 16+00 8' BEG 1 6 19.0 104.3 698 Sta. 16+00 7' BEG I 6 17.7 106.4 699 Sra. 18+00 9' BEG 1 6 19.6 104.0 700 Sta. 18+00 8' BEG 1 6 19,1 105.6 701 Sta. 18+00 7' BEG 1 6 18.4 105.9 702 Sta. 16+00 6' BEG 1 6 17.9 107.9 703 Sra. 18+00 6' BEG 1 6 18.1 106.3 704 Sta. 16+00 5' BEG I 6 17.5 108.1 705 Sta. 18+00 5' BEG 1 6 18.8 105.0 Box Culvert Backfill 706 Sta. 0+50 Line A 3' BEG I 6 17.4 108.3 707 Sta. 1+85 Line A 3' BEG 1 6 17.9 108.2 708 Sta, 0+55 Line A 2' BEG 1 6 18.2 106.0 709 Sta. 1 +90 Line A 2' BEG 1 6 17.2 109.5 Datum: BEG = below existing grade 98 97 99 96 98 98 100 · 99 100 97 100 100 98 101 Comments: Test results on this report meet project specification, The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon, Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2