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Copperstone-LR 960220 G~,. COW~ULTING ENGINEERS IN: T~r~Q~e Environmental Assessments Soils & Foundations Construction Materials Testing "Excette~ebyExperience" Commercial & Industrial lns~ction PO Box ~548 · SouthLa~, Texas ~092 · (817) 3~-0281 CEHENT SUBGI~J~DE GI~.DATION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 02-20-96 DAY: Tuesday 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 Alley A-l: 1. @ Station 2+00 100.0% 71.8% 49.6% 2. @ Station 5+00 100.0% 76.3% 55.8% Alley B-i: 3. @ Station 1+00 100.0% 75.4% 58.1% 4. @ Station 4+00 100.0% 72.6% 51.6% 5. @ Station 7+00 100.0% 75.0% 48.6% Alley B-2: 6. @ Station 0+50 100.0% 71.8% 50.4% Alley C: 7. @ Station 0+50 100.0% 75.8% 46.2% 8. @ Station 3+50 100.0% 74.0% 49.3% Alley D-i: 9. @ Station 1+00 100.0% 76.3% 52.1% 10. @ Station 4+00 100.0% 74.5% 49.0% Alley D-2: 11. @ Station 0+50 100.0% 70.4% 52.3% 12. @ Station 3+50 100.0% 71.8% 47.3% 2:30pm testing Alley E: 13. @ Station 1+00 100.0% 70.9% 55.3% 14. @ Station 4+00 100.0% 76.1% 51.5% 15. @ Station 7+00 100.0% 73.8% 53.1% SPECIFICATIONS: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing #4 Sieve REMARKS: Densities also taken during morning testing. No minimum of 4 tests for afternoon testing; densities taken at same time. Jeff Holden Technician