ST9302-LR 990401ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/62G8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
PROJECT:
CITY OF COPPELL
COPPELL, TEXAS
SANDY LAKE ROAD PROJECT I~i ST 93-02 ~)UR
COPPELL, TEXAS
DATE OF ISSUE:
04/01/99
REPORT NO.: 98881-22
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
SANDY LAKE CHANNEL, STATION 9+25, SOUTH SIDE
DATE ~L~CE~ D4/01/99
TIME / ~4:15
· LIJMP (ASTM C-t43)
AIRCONTENT (AST~ C-,~ [] ORC-I/~ I~ 4.25
NR TEMKR~llJ~ 69
CONCRETE TEMPERATURE 78
~AI~ ~ 04/02/99
29
Dr=LNF. R ~ NO. 220946
M~X m~3m~R'nONS (SS~
CEMF.~T N/A
WATER N/A
FINE Aee~Ee~TE N/A
FIELD DATA Wll lcd BY D.H.
MIX DATA SUBMITTED BY PIONEER
SPECIMENs CAPPED IN AcCoRDANCE wl'rH ASTM C417 [] OR C-t25t. E]
~ ~TE N/A
~UA
COMPRESSION TEST RESULTS
(ASTM
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
21 LAB 04/08/99 7 104,372 28.27 3,690
22 LAB 04/29199 28 165,509 28.27 5,850
23 LAB 04/29/99 28 155,837 28.27 5,510
24 LAB HOLD H 28.27
ssxcmcat~s 28 3 ,O00
[] comjxu~m test resu~ do nc~ c~npey
[]
REMARKS: ~ TESTING, IRC.
Geotechn/co/Enffiheer/ng · ~ Motedo/s TestY~ · Envkc~r~/c~~ · ~
ALPHA 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
COPPELL, TEXAS
DATE 4/1/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-21
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENTt
% PCF % PCF
46 4/1/99 FG-1.5 5 13.5 111.9 13.6 107 96 1-A
47 4/1/99 FG-3.0 5 13.5 111.9 15.2 108 96 1 -A
48 4/1/99 FG-5.0 5 13.5 111.9 13.5 110 98 1 -A
TEST LOCATION:
46 30" WATER LINE AT STATION #21 +05
47 30" WATER LINE AT STATION #21 +20
48 30" WATER LINE AT STATION//21 +35
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