ST9302-LR001025 (2)ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-80__23
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 10/25/00
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-163A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% P~F % PC, F
523 10/25/00 FG 9L 18.1 107.3 20.7 106 99 3-A
524 10/25/00 FG 10L 16.6 110.3 18.0 107 97 3-A
525 10/25/00 FG 10L 16.6 110.3 17.9 109 99 3-A
526 10/25/00 FG-3.0 5 13.5 111.9 14.2 111 99 1 -A
527 10/25/00 FG-2.0 1 12.5 117.9 14.4 114 97 1-A
528 10/25/00 FG-1.0 I 12.5 117.9 13.8 115 98 1-A
529 10/25/00 FG I 12.5 117.9 14.9 115 98 1-A
TEST LOCATION:
523 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON CENTER LINE AT STATION #51+00
524 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON RIGHT 1/4 POINT AT STATION ~52+00
525 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON CENTER LINE AT STATION #53+00
526 48" STORM DRAIN ON EAST BOUND SIDE OF SANDY LAKE ROAD AT STATION ~0+65
527 48" STORM DRAIN ON EAST BOUND SIDE OF SANDY LAKE ROAD AT STATION #60+70
528 48" STORM DRAIN ON EAST BOUND SIDE OF SANDY LAKE ROAD AT STATION ~60+75
529 48" STORM DRAIN ON EAST BOUND SIDE OF SANDY LAKE ROAD AT STATION ~60+80
CC: NONE
1. FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTIO~ COMPLY WITH SPECIFICATIONS
2., NA3URAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS itte
3; LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
41 CEMENTTREA~-D D. RETEST , IN
Geotecl~nical Engineering · Construction Materials Testing · Environmental Engineering