ST9302-LR 990323ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 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 NO. ST 9302
COPPELL, TEXAS
DATE OF ISSUE:
OUR REPORT NO.:(
03/23/99
98881-20
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
SANDY LAKE ROAD DRAINAGE CHANNEL, STATION 2+25,
LEFT CHANNEL WALL
DATE PLACED 03~23~99
TIME ~15:20
SLUMP (ASTM C-143) J 2.75
AIR CONTENT (ASTM C-231 [] OR C-173 [~ 5.25
AIR TEMPERATURE 60
CONCRETE TEMPERATIJRE 71
DATE RECEIVED 03124199
FIELD DATA SUBMITTED BY I.R. ./-
MIX DATA SuBMrn'ED BY NIA
SPECIMENS cAPPED IN ACCORDANCE WITH ASTM C-617 [] OR C-123t
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE Ii' X 12")
PLANT 22
DEUVER TICKET NO. 219501
MIX PROPORTIONS
CEMENT NIA
WATER N/A
FINE AGGREGATE N~A
C(X~SE ~',e~-,ATE NIA
ADMIXTURE N/A
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
17 LAB 03/30/99 7 104,090 28.27 3,680
18 LAB 04120199 28 160,146 28.27 5,660
19 LAB 04/20/99 28 173,879 28.27 6,150
20 LAB HOLD H 28.27
specmcauo.~ 28 3,000
REMARKS: LOCATION PROVIDED BY SITE INSPECTOR
representative.
I"'1 Cylinders made by Amhitect's
ers picked up by ALPHA
[] Cyfinders delivered to ALPHA
~ testat°fYlesults comply with
applicable specif'~dions.
[] Compression test results do nol comply
with applicable specifications.
Geotechnical Englneeflng · Construction Mafedals Testing · Environmental Engineering · ~lting
;' 1[ ~'[' 'IT I
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
CITY OF COPPELL
COPPELL, TEXAS
DATE OF ISSUE:
03/23/99
PROJECT:
SANDY LAKE ROAD PROJECT NO. ST 93-02 OUR REPORT NO.:
COPPELL, TEXAS
98881-20
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
SANDY LAKE ROAD DRAINAGE CHANNEL, STAT1ON 2+25,
LEFT CHANNEL WALL
DATE PLACED 03/23/99
TIME j 15:20
SLUMP (ASTM C-143) / 2.75
AIR CONTENT (ASTM C-231 I-I OR C-173 [~ 5.25
AIR TEMPERATURE 60
CONCRETE TEMPERATURE 71
DATE RECEIVED 03/24/99
FIELD DATA SUBMITTED BY [.R.
MIX DATA SUBMITTED BY
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 -1231 []
PLANT 22
DELIVER TICKET NO. 219501
MIX PROPORTIONS (SSD)
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C~lS)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
17 LAB 03/30/99 7 104,090 28.27 3,680
18 LAB 04/20/99 28 28.27
19 LAB 04/20/99 28 28.27
20 LAB HOLD H 28.27
Specifications 28 3,000
REMARKS: LOCATION PROVIDED BY SITE INSPECTOR
J~inders made by ALPHA
representative.
[] Cylinders made by Architect's
o~ Contractor's representative.
ers picked up by ALPHA
laboratoqf.
[] Cylinders delivered to ALPHA
laboratory.
[] Compression lest results comply with
applicable specifications,
[] Compression test results do not comply
with applicable specit'mations.
)Respectfully Submitted
Geotechnlcal E~ · Construction Materials Testing · Envkonmental Engineering · Consutflng
~ ~ 1' l' r 'T I