ST9302-LR 990816ALPHA 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:
08/16/99
PROJECT:
SANDY LAKE ROAD PROJECT NO. ST 93-02 OUR REPORT NO.:
COPPELL, TEXAS
98881-57
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
DRILL SHAFTS: STATION 36+75 SANDY LAKE ROAD
DATE PLACED
TIME
SLUMP (ASTM C-143)
AIR CONTENT (ASTM C-231 [] OR C-173 [])
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMITTED BY
08116/99 PLANT N/A
N/A DEUVER TICKET NO. N/A
NIA MD( Pm3eO~Tme~ {sso)
N/A CEMENT N/A
NIA WATER N/A
N/A FWE AGGREGATE N/A
08/17199 COARSE ACGREC. ATE NIA
CONTRACTOR ADMIXTURE N/A
MIX DATA SUBMITTED BY N/A ~'
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617[~'/OR C-1231 []
COMPRESSION TEST RESULTS
[NOMINAL CYLINDER SIZE r x 12")
(ASTM' C.39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
45 LAB 08123/99 7 107,291 28.27 3,800
45 LAB 09/13/99 28 125,860 28.27 4,450
47 LAB 09113199 28 128,051 28.27 4,530
48 LAB HOLD H 28.27
specmcaeons 28 4,O0O
REMARKS:
representative.
~n'nde~ made by Amhilec~s
[] Cylinders picked up by ALPHA
[] C~inders del~ered to ALPHA
~pression test results comply with
applicable specif'matio~s.
with applicable specifications.
Geotechnicol Engineering · Consfruc#on Materials Tesfir~l · Environmentol Engineedng · Consulfir~2
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
PROJECT:
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE: 08/16/99
OUR REPORT NO:
98881-56
TECHNICIAN: D.H.
WEATHER: CLEAR
TEMPERATURE RANGE: 95 TO 100
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 CONTRACTOR MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS:
SET #1: DRILLED SHAFTS AT STATION #36+75 SANDY LAKE ROAD
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.
ALPHA TESTING, INK v
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:
08/16/99
PROJECT:
SANDY LAKE ROAD PROJECT NO. ST 93-02 OUR REPORT NO.:
COPPELL, TEXAS
98881-57
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
DRILL SHAFTS: STATION 36+75 SANDY LAKE ROAD
DATE PLACED 08/16/99
TIME N/A
SLUMP (ASTM C-143) N/A
/MR CONTENT (ASTM C-2~1 [] OR C.173 n) N/A
~R TEMPERATURE N/A
CONCRETE TEMPERATURE N/A
DATE RECEIVED 08/17/99
FIELD DATA SUBMITTEO BY CONTRACT. OR
SuBMrFrED BY NIA ~
MIX
DATA
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C417 U~ OR C-123t []
PLANT N/A
DELIVER TICKET NO.
MIX PROPORTIONS (SSD)
CEMENT NIA
WATER N/A
FINE AGGREGATE N/A
COAR~ AGOREGATE N/A
ADMIXTURE NIA
COMPRESSION TEST RESULTS
(NOMIN.ad. CYL.II,~:)ER SIZE S" X t2')
(A~TM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
45 LAB 08/23199 7 107,291 28.27 3,800
46 LAB 09/13/99 28 28.27
47 LAB 09113/99 28 28.27
48 LAB HOLD H 28.27
S~aecmcsUons 28 4,000
REMARKS:
irepresentative.
riders made by Amhitecl's
[] Cl/linders delivered to ALPHA
I-1 Compression test results comply with
~] Comixession test results ~o not com~
with applioable speoi~'K~lions.
, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
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