ST9302-LR 990915ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 9/15/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-68
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*
% PCF % PCF
183 9/15/99 FG-4.0 6 12.5 111.2 15.7 107 96 1-A
184 9/15/99 FG-3.0 6 12.5 111.2 13.3 109 98 1-A
185 9/15/99 FG-2.0 6 12.5 111.2 13.5 109 98 1-A
186 9/15199 FG-I.0 6 12.5 111.2 15.2 112 100 1-A
TEST LOCATION:
183 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION ~0+70
184 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #60+65
185 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION ~60+60
186 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION ~i0+55
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
' ~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
AT_PHA TE STING,"INC~---
Geotechnical Engineering · Construction Materials Te~'ng · Environmental Engineering · Consulting
T' I ~ I '-l' ~' 'IT
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FA~, : 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 9/15/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-69
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDF. PT~,,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
187 9/15/99 FG 6 12.5 111.2 16.5 102 ~ 1-BC
188 9/15/99 FG 6 12.5 111.2 12.6 108 97 1 -A
189 9/15/99 FG 6 12.5 111.2 15.0 110 99 1-A
TEST LOCATION:
187 RETAINING WALL AT STATION #37+00, 1' NORTH OF WALL
188 RETAINING WALL AT STATION #38+00, 1' NORTH OF WALL
189 RETAINING WALL AT STATION #39+00, 1' NORTH OF WALL
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D, RETEST
Res~'ectfully Subm}tte~l
A"LPHA TESTING, IN~. --
Geotechnical Engineering · Construc#on Materials Testing · Environmental Engineering · Consulting
T'