Town Center L3B1-LR 960105ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
T
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: GASKE CONSTURCTION
BELLAIRE, TEXAS
DATE OF ISSUE:
JANUARY 5, 1996
PROJECT:
COMERICA BANK
COPPELL, TEXAS
OUR REPORT NO.:
95760-14
FIELD DATA
LOCATION OF CONCRETE PLACEMENT [~ I ER S AT GR I D
B-2.0, C-0.0
DATE PLACED 12/29/95
TIME 0 2: O0
SLUMP (ASTM C-143) 4
AIR CONTENT (ASTM C-231 [] OR C-173 []) N/A
AIR TEMPERATURE 3 8
CONCRETE TEMPERATURE 6 6
DATE RECEIVED 12 / 30 / 95
FIELD DATA SUBMll-FED BY GM
LINES
MIX DATA SUBMI'I-rED BY MCR _/-
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~rOR C-1231 []
A-1.0, A-2.0, B-1.0
PLANT R
DELIVER TICKET NO 10299
MIX PROPORTIONS (SSD) N/A
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-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
1 LAB 01/05/96 7 91,916 28.27 3,250
2 LAB 01/26/96 28 128,710 28.27 4,550
3 LAB 01/26/96 28 132,250 28.27 4,680
4 LAB HOLD H 28.27
Specifications 28 3,500
COMPUDATA-CG01083-R4
REMARKS
([:;)'~linders made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative.
up by
ALPHA
[] Cylinders delivered to ALPHA
laboratory.
J~ ~'~pressions t.e, st results comply with
icable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING,
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
TESTED FOR: GASKE CONSTURCTION
BELLAIRE, TEXAS
DATE OF ISSUE:
JANUARY 5, 1996
PROJECT:
COMERICA BANK
COPPELL, TEXAS
OUR REPORT NO.:
95760-14
FIELD DATA
LOCATION OF CONCRETE PLACEMENT P I ER S AT GR I D
B-2.0, C-0.0
DATE PLACED 12 / 29/95
TIME 02: 00
SLUMP (ASTM C-143) 4
AIR CONTENT (ASTM C-231 [] OR C-173 [] ) N/~,
AIR TEMPERATURE 3 8
CONCRETE TEMPERATURE 6 6
DATE RECEIVED 12 / 3 0 / 9 5
FIELD DATA SUBMITTED BY GM
LINES
MIX DATA SUBMI]-FED BY MCR /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR C-1231 []
A-1.0, A-2.0, B-1.0
PLANT B
DELIVER T~CKET NO 10299
M~X PROPORTIONS (SSD) N/A
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-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
1 LAB 01/05/96 7 91,916 28.27 3,250
2 LAB 01/26/96 28 28.27
3 LAB 01/26/96 28 28.27
4 LAB HOLD H 28.27
Specifications 2 8 3, 5 0 0
COMPUDATA-CG01083-34
REMARKS
[2~'~-ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~lCaY~nders picked up by ALPHA
ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
DAVID P. STETTNER