Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Copperstone-LR 960219 (3)
G~'O- CO~'qULTING ENGINEERS IN: · ~r~Q~, ~nvironmenta[ Assessments X~ Soils & Foundations Construction Materials Testing "ExcelLence byExperience" Commercial & Industrial Inspection PO Sox 92548 · Southtake, Texas ?6092 · (817) 329-0281 CF~ENT SUBGI~.DE GI~DATION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 02-19-96 DAY: Monday 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=O0am testing Parkway Blvd (eastbound): 1. @ Station 43+50 100.0% 75.6% 58.4% 2. @ Station 46+50 100.0% 71.9% 48.0% 2:30pm testing Parkway Blvd (westbound): 3. @ Station 49+00 100.0% 79.6% 53.4% 4. @ Station 46+00 100.0% 77.0% 56.3% 5. @ Station 43+00 100.0% 75.1% 49.3% 6. @ Station 40+00 100.0% 78.3% 55.1% 7. @ Station 37+00 100.0% 76.2% 46.8% 8. @ Station 34+00 100.0% 71.8% 50.1% 9. @ Station 31+00 100.0% 75.3% 51.8% Alley A-2: 10. @ Station 1+00 100.0% 71.8% 49.7% 11. @ Station 4+00 100.0% 74.8% 53.6% 12. @ Station 7+00 100.0% 76.1% 55.8% SPECIFICATIONS: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing #4 Sieve REMARKS: No minimum of 4 tests for morning testing; densities taken at same time. Densities also taken during afternoon testing. Jeff Holden Technician