PA0101-LR020924ALPHA TESTING, INC.
2200 Wisconsin St., Suite 100
Do#as, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR JMC CONSTRUCTION DATE: 09/24102
McKINNEY, TEXAS
PROJECT COPPELL TRAIL SECTIONS OUR REPORT NO.: 02660-17
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% ~CF % PCF
15 09/24/02 FG 1 17.0 108 19.6 106 98 1 -A
16 09/24/02 FG I 17.0 108 21.0 104 96 1-A
17 09/24/02 FG I 17.0 108 20.4 106 98 1-A
TEST LOCATION:
I
15 !SIDEWALK TRAIL SECTION #3 AT STATION 19+00
16 SIDEWALK TRAIL SECTION #3 AT STATION 16+00
17 SIDEWALK TRAIL SECTION #3 AT STATION 13+00
CC: SCHRICKEL, ROLLINS AND ASSOCIATES, INC.; THE CITY OF COPPELL
1. FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re¥~fully
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Our test results & reports are for the exclusive use of the Chant (and t~eir designated recipients on hie in our office) and shall not be reproduced and/or dfstrll~uted~cJpt withYxpress approval of ALPHA. The use
of our name & test results must recefve our wrffien applova~ Test results & reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting