ST9302-LR 990924ALPHA 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:
09/24199
PROJECT:
SANDY LAKE ROAD PROJECT NO. ST 93-02 OUR REPORT NO.:
COPPELL, TEXAS
98881-82
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
WALL AT STATfON 16+00
DATE PLACED 09/24/99
TiME N/A
SLUMP (ASTM C-143) N/A
AlE CONTENT (ASTM C..231 [] OR C-173 []) N/A
AiR TEMPERATURE N/A
CONCRETE TEMPERATUI~ N/A
09/28/99
DATE RECEIVED
CLIENT
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY N/A j/'
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617/~] OR C-1251 []
N/A
DELIVER TICKET NO. N/A
MIX ~)~OR~O~S (SSD)
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
N)MIXTURE NIA
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SiZE 6' X 12')
(ASTM C-~)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
78 LAB 10101/99 7 92,080 28.27 3,260
79 LAB 10/22/99 28 120,722 28.27 4,270
80 LAB 10122/99 28 123,150 28.27 4,360
81 LAB HOLD H 28.27
s~__mc, Uons 28 3,000
[] Cylinders made byALPt~
indersrelxesentative'
made by Arr, hffec~s
[] c~em ~cked up by A~PHA
laboMtoryo
[] C~inders ~,.ver~d to ALPHA
REMARKS:
[] Compression test results do nol comply
with applicable specifications.
[]
Geotechnical Engineering · Construction Matefla~s Testing · Enviranmental Engineering · Consutting
ALPHA 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 NC~. ST 93-0_~
COPPELL, TEXAS
DATE OF~SSUE:
OUR REPORT NO.:
09/24/99
98881-82
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
WALL AT STATION 16+00
DATE PLACED 09/24/99
TIME N/A
SLUMP (ASTM C-143) NJA
AIR CONTENT (ASTM C-231 [] OR C-173 D)
NR TEMPERATURE N/A
CONCRETE TEMPERATURE N/A
DATE RECEIVED 09/28/99
FIELD DATA SU~,MITTED BY CL[EN'C /
MIX DATA SUBMITTED BY N/A __/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-6t7 I~ OR C-1251 []
PLANT N/A
DELIVER TICKET NO. N/A
MIX PROPORTIONS (SSD)
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AC-aSREGATE N/A
AOMIXTURE
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6' X t2')
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
78 LAB 10/01/99 7 92,080 28.27 3,260
79 LAB 10/22/99 28 28.27
80 LAB 10/22/99 28 28.27
81 LAB HOLD H 28.27
Specifications 28 3,000
REMARKS:
[] Cylinders made by ALPHA,
representative.
ders made by Archffect's
~inders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compression test results comply with
applicable specifications.
[] Compression test results do nol comply
with applicable specifications.
/I~PHAT~Tt~G, INC.
Geotechnical Engineering · Construction Materials Tes#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
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 9/24/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-77
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST i '",~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH-~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COt~e~NT*
% PCF % PCF
205 9/24/99 FG-4.0 7 24.5 99.8 23.6 96 96 l-A
206 9/24/99 FG-3.3 7 24.5 99.8 21.9 96 97 ~-A
207 9/24/99 FG-2.6 7 24.5 99.8 22.2 99 99
208 9/24/99 FG-1.9 7 24.5 99.8 21.6 98' 98 ".-A
209 9/24/99 FG-1.2 7 24.5 99.8 22.1 97 97
210 9/24/99 FG 7 24.5 99.8 23.4 95 95
TEST LOCATION:
205 30" RCP WATER LINE AT STATION #62+00
206 30" RCP WATER LINE AT STATION #62+00
207 30" RCP WATER LINE AT STATION ~62+00
208 30" RCP WATER LINE AT STATION #62+00
209 30" RCP WATER LINE AT STATION ~62+00
210 30" RCP WATER LINE AT STATION ~62+00
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
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST