ST9302-LR 990909ALPHA 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 9/9/99
COPPELL, TEXAS
OUR
REPORT
NO.
98881-65
PROJECT NO. ST 93-02.,) ~ ~
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*
% PCF % PCF
178 9/9/99 FG-4.0 5 13.5 111.9 15.3 108 96 1-A
179 9/9/99 FG-3.0 5 13.5 111.9 15.2 107 96 1-A
180 9/9/99 FG-2.0 5 13.5 111.9 14.9 108 96 1-A
181 9/9/99 FG-1.0 5 13.5 111.9 14.7 108 97 1-A
182 9/9/99 FG 5 13.5 111.9 13.7 110 98 1-A
TEST LOCATION:
178 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #58+50
179 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #58+45
180 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #58+40
181 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #58+35
182 30" WATER LINE ALONG SANDY LAKE ROAD AT STATION #58+30
* A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
1. FILL
2. NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Resp~ectfully Submfitte~
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLYWlTH SPECIFICATIONS
~L-~'~, :r E S'TTN G, i N ~.~'''
4 CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Materials Te~'ng · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE: 09/09/99
PROJECT:
SANDY LAKE ROAD PROJECT NO. ST 93-02 OUR REPORT NO.:
COPPELL, TEXAS
9888147
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
RETAINING WALL: SANDY LAKE ROAD, NORTH SIDE
STATION 37+25
DATE PLACED 09/09199
TIME N/A
SLUMP (ASTM C-143) NIA
A/R CONTENT (ASTM C-231 [] OR C-173 D) NJA
AIR TEMPERATURE N/A
CONCRETE TEMPERATURE N/A
DATE RECEIVED 09/15/99
FIELD DATA SUBMITTED BY CLIENT /'
MIX DATA SUBMITTED BY N/A _/
SPECIMENS CAPPED IN ACCORDANCE WTI'H ASTM C-617 xl,,~ OR C-1231 []
PLANT N/A
DEI.IVER TICKET NO. N/A
MU( PROPORT~S (SSD)
CEMENT NJA
WATER N/A
FINE A~RIEGATE N/A
COARSE AGGREGATE N~A
ADMIXTURE N[A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE e' X 12')
(ASTM C~9)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
61 LAB 09/16/99 7 125,643 28.27 4,440
62 LAB 10/07/99 28 147,264 28.27 5,210
63 LAB 10107199 28 145,545 28.27 5,150
sm,~ficauons 28 3,GO0
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Geotechnical Engineering · Construcflbn Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
DATE: 09/09/99
PROJECT: SANDY LAKE ROAD OUR REPORT NO: 98881-63
PROJECT NO. ST 93-02
COPPELL, TEXAS
TECHNICIAN: L.S.
WEATHER: CLEAR TEMPERATURE RANGE: 70 TO 90
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SET OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS:
SET #1: RETAINING WALL/SANDY LAKE ROAD WEST BOUND STATION #37+50 TO 37+75
THE CYLINERS WERE RETURNED TO THE LABORATORY FOR PROCESSING.
LABORATORY COMPRESSION TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
Respectfully Submitted,
ALPHA TESTING, INC.