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Copperstone-LR 960214 G~O-- CO' ULTING ENGINEERS · ~l~Q~e Environmental Assessments ~I~. Soils & Foundations Construction MateriaLs Testing "ExceLLence ~ Ex~rience" C~rciaL & l~ustriat lns~ction PO Box 92548 · Southtake, Texas 7609~ · (817) ~29-0281 CEMENT SUBGI~,DE GI~,DATION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 02-14-96 DAY: Wednesday TIME: see below CLIENT: Copper Stone Ltd CONTRACTOR: Glenn Thurman, Inc c/o Briscoe Clark Company % PASSING % PASSING % PASSING LOCATION 1" SIEVE 1/2" SIEVE #4 SIEVE 11:00am testing Avalon Ln: 1. @ Station 1+00 100.0% 71.8% 48.3% 2. @ Station 4+00 100.0% 76.9% 50.1% 3. @ Station 7+00 100.0% 79.6% 53.8% 4. @ Station 10+00 100.0% 74.8% 50.2% Auburn Ln: 5. @ Station 0+50 100.0% 77.4% 51.8% 6. @ Station 3+50 100.0% 80.0% 56.9% 2:30pm testing Auburn Ln (southside): 7. @ Station 1+50 100.0% 70.0% 51.2% Martel Ln: 8. @ Station 14+00 100.0% 76.1% 50.4% 9. @ Station 17+00 100.0% 71.3% 49.3% Martel Ct: 10. @ Station 2+00 100.0% 76.4% 49.3% SPECIFICATIONS: 100.0% Passing 1" Sieve 70.0% Pausing 1/2" Sieve 45.0% Pa~;sing #4 Sieve REMARKS: Collected four (4) soil samples for Cement-Treated Moisture-Density Relations #5, #6, #7, & #8 at same time. Densities also taken during afternoon testing. Jeff Holden Technician