Valley R Baptist-LR 940321Hooper Engineering Laboratories,
Construction Materials Testing
Inc.
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Valley Ranch Baptist Church
DATE: 21 March 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell, TX
JOB NO.: 94.1021
MATERIAL DESCRIPTION: 1 ) On-Site Fill - Tan & Grey Clay
ASTM D 698 STANDARD PROCTOR: 1) 101.0 pcf ~ 21.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT
CONTENT DENSITY COMPACTION
% PCF %
Backfill Over Storm Sewer Line
16) Line A-l, 75' east of Sra. 3+21 1 Final 18.9' 99.4 98.4
17) Line A-l, 20' east of Sra. 3+21 1 Final 22.1 100.9 99.9
18) Line A-l, 20' south of Sra. 2+55 1 Final 21.3 103.6'* 102.6
19) 8" service to building, 1 Final 22.0 98.6 97.6
75' south of Sta. 2+55
REQUIRED
COMPACTION
%
95+
+1% to +3%
Of Optimum
*Test results indicate fill is not compacted to required density/moisture. Contractor notified.
**Presence of rock at this location creates a heavier, drier material.
TECHNICIAN:
DmSTRIBUTION:
MFM
(1) Valley Ranch Baptist ChurCh, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc~
(2) Dal-Mac Construction, Scotty Eoff
(1).City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148