Stoneleigh P2-LR001121 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.. Suite lad
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 11/21/00
DALLAS, TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-270
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTHS, NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
255 11/21/00 FG 2 17.5 108.5 18.1 105 97 1-A
256 11/21/00 FG 2 17.5 108.5 18.0 107 99 1-A
257 11/21/00 FG 2 17.5 108.5 19.8 105 97 1-A
258 11/21/00 FG 2 17.5 108.5 18.9 106 98 1-A
259 11/21/00 FG 2 17.5 108.5 18.0 107 99 1-A
260 11/21/00 FG 2 17.5 108.5 18.0 109 100 1-A
TEST LOCATION: BUILDING PADS
255 20' EAST AND 20' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #8
256 40' EAST AND 50' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #8
257 15' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #8
258 25' EAST AND 25' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #9
259 45' NORTH AND 30' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #9
260 25' SOUTH NAD 30' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD #9
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL /// /~l j~, //
1. FILL ~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED O. RETEST / A~I~ST1NG, IN
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consuming/