Enclaves-LR 950310 ~ ~ CO~ULTING ENGINEERS IN:
I~(~r~e Environmental Assessments
~1~. SoiLs & Foundations
Construction MateriaLs Testing
"ExcetLencebyExperience- C~nerciaL & Industrial Inspection
PO Box 92548 * Southtake, Texas 76092 · (817) ]29-0281
FIELD COMPACTION REPORT
PROJECT: Enclave on the Parkway LOCATION: Coppell
JOB #: 95-1340 DATE: 03-10-95 DAY: Friday TIME: ll:00am
CLIENT: Wilbow Peck Corporation CONTRACTOR: Site Concrete
WATER DRY PER-
TEST PROCTOR CONT. DEN CENT
NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP
1. Northwest Quadrant 1st Lift 1 17.7 102.7 95.5
2. 100' S of Test $1 1st Lift 1 17.5 103.5 96.2
3. 50' E of Test $1 1st Lift i 18.0 102.4 95.2
4. 150' S of Test $3 1st Lift i 17.8 102.9 95.7
5. 100' S of Test $2 1st Lift 1 25.0 80.3 74.6*
All tests passed, except Test $5 which failed due to high moisture.
Minimum Compaction Required: 95%
PROCTORS:
1. Tan & Brown Sandy Clay 107.5 PCF @ 16.6% MOISTURE
Bill Zeeh
Technician