ST9302-LR 990819ALPHA 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 tSSUE: 08/19/99
PROJECT:
SANDY LAKE ROAD PROJECT NO. ST 93-02 OUR REPORT NO.:
COPPELL, TEXAS
98881-59
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
STORM DRAIN MANHOLE: DECK AND RISER (~ STATION 25+50 NORTH SIDE
DATE PLACED 08119/99
TIME 14:30
SLUMP (ASTM C-143) /" 4
AIR CONTENT (ASTM C.231 [] OR C-173I~ 4.5
AIR TEMPERATURE 104
CONCRETE TEMPERATURE 101
DATE RECEIVED 08/20/99
FIELD OATA SUBMII'I'ED BY T.L.
MIX DATA SUBMITTED BY LATTIMO, RE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 let OR C-1231 []
PLANT 7
DEUVER TICKET NO. 7075794
MIX PROPOR~ (SSD)
CEMENT N/A
WATER NIA
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
AOMIXTURE NIA
COMPRESSION TEST RESULTS
(NOMI~U~. CYUNOF~ SrZE e' x
~STM C-3S)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
49 LAB 08/26/99 7 101,206 28.27 3,580
50 LAB 09/16/99 28 122,760 28.27 4,340
51 LAB 09/16199 28 127,518 28.27 4, 510
52 LAB HOLD H 28.27
SpecmcaUons 28 3,000
REMARKS:
[~indem made by ALPHA
represenlafive.
~ C~inders made by
~iC~inders picked up by ALPHA
[] C~lin~rs ~iv~r~:~ to ALPHA
with applicable specifications.
Su~_.~
KLPHA TESTIIqG, INC.//v
~eofechnicol Engk3eedr~ · Consfructlo~ IVIoferiols Testing · Environmentol 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
I I I I
REPORT OF FIELD
COMPACTION TESTS
DATE 8/19/99
II
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-58
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TESTD~ SOIL ID OmlUU~ MAXIMUM LAB IN PLACE IN PI.ACE I:~RCE'NT
NO. DATE NUMBER MOISTMRE DRY DENSITY MOISTURE DRY DENSr~ COHPAC~ON COMMENT*
171 8/19199 FG-4.0 6 12.5 111.2 15.5 108 97 1-A
174 8/19/99 FG-I.0 6 12.5 111.2 12.9 110 99 1-A
TEST LOCATION:
170 WOOD CREST OVE, R 30", 36",.AND 21,",$ANITA, RY SEWER AT STATION f~25+,50 ,
t71 WOOD CREST OVER 30", 36", AND 21" SANITARY SEWER AT STATION f~25+50
172, WOOD CREST 0V.ER 30", 36", AND 21" SANITARY SEWER AT STATION #25+50 .........
173, WoOD,CREST OVER 30", ,3~,.", AND, 21" SANITARY SEWER AT STATION ~25+50 .......
174 WOOD CREST OVER 30" 36", AND 21" SANITARY SEWER AT STATION ~25+50
11 FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOI~llJRE AND PERCENT COMPACTION COMPLY WFrH SPECIFICATIONS
B. PERCENT COMPACTION DOEs NOT COMPLY VVITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPEC1FICATI(::~IS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
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