Town Center L2B1-LR 951130 Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: North Texas Contracting, Inc. DATE: 30 November 1995
PROJECT: Wendy's Town Center, Coppell, TX
MATERIAL DESCRIPTION: 1) Flex Base -Tan Flex Base (Crushed Concrete)
2) On-Site Fill - LiGht Brown & Orange Sandy clay
3) On-Site Fill - G.rey & Brown Sandy Clay
TEX 113-E PROCTOR: 1) 112.0 pcf ~ 14.0% Moisture
ASTM D 698 STANDARD PROCTOR: 2) 106.0 pcf @ 15.0% Moisture
3) 111.0 pcf @ 13.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
Denton Tap Rd.-Riaht Turn Lane to SUBGRADE
Entrance Drive
9) approx. 75' south of entrance drive 1 Fin. Sub. 14.3 113.0 100.9 95~-
-2% to .--4%
Backfill Over Sanitarya Sewer Line A Of Optimum
10) Station 5+00 2 Fin. Sub. 13.0 105.1 99.0
11) Station 7+50 3 2' 13.8 111.9 100.8
12) Station 10+00 3 5'-6' 11.8 106.8 96.2_
TECHNICIAN: CDJ
DISTRIBUTION: (2) North Texas Contracting, Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148