Town Center L3B1-LR 960110ALPHA TESTING, IbC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: GASKE CONSTURCTION
BELLAIRE, TEXAS
DATE OF ISSUE: JANUARY 10 , 1996
PROJECT:
COMERICA BANK
COPPELL, TEXAS
OUR REPORT NO.:
95760-16
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING, 30' S. AND 75' E. OF S.E.
DATE PLACED 0 1 / 0 3 / 9 6
TIME 1 1: 4 5
SLUMP (ASTM C-143) .-~. 5
AIR CONTENT (ASTM C-231 [] OR C-173 ~ 5
AIR TEMPERATURE 4 5
CONCRETE TEMPERATURE 5 2
DATE RECEIVED 01 / 0 4/9 6
FIELD DATA SUBMITTED BY MO
MIX DATA SUBMITTED BY M
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [;~OR C-1231 []
BLDG CORNER
PLANT 1
DELIVER TICKET NO 10 3 3 9
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")
(AS'I'M C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
5 LAB 01/10/96 7 69,510 28.27 2,460
6 LAB 01/31/96 28 101,740 28.27 3,600
7 LAB 01/31/96 28 105,320 28.27 3,730
8 LAB HOLD H 28.27
Specifications 2 8 3,0 0 0
COMPUDATA.CG01083-~4
REMARKS
[~-'~'ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~.Cylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
a C~ompressions test results comply with
pplicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING, Ih~.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
TESTED FOR: GASKE CONSTURCTION DATE OF ISSUE: JANUARY 10, 1996
BELLAIRE, TEXAS
PROJECT:
COMERICA BANK OURREPORTNO.: 95760-17
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT P ! ER S F- 1.1, E. 9- 2, F. 1 - 2.1,
F.1-3.5, E.9-3.8
DATE PLACED 0 1 / 0 3 / 9 6 PLANT 1
TIME 0 3: 50 DELIVER TICKET NO 10 9 41
SLUMP (ASTM C-143) 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 i-I OR C-173 c]) N/A CEMENT N/A
AIR TEMPERATURE 4 8 WATER N / A
CONCRETE TEMPERATURE 5 5 FINE AGGREGATE N/A
DATE RECEIVED 0 1 / 0 4 / 9 6 COARSE AGGREGATE N / A
FIELD DATA SUBMITTED BY MO ADMIXTURE N/A
MIX DATA SUSMITTED SY M I D C I T~.E,S~-'
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~-O-R C-1231 []
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
9 LAB 01/10/96 7 96,503 28.27 3,410
10 LAB 01/31/96 28 138,780 28.27 4,910
11 LAB 01/31/96 28 140,060 28.27 4,950
12 LAB HOLD H 28.27
Specffications 28 3,000
COMPUDATA-CG01083-34
REMARKS
[~'i~ylinders made by ALPHA
representative,
[] Cylinders made by Architect's
or Contractor's representative.
E~lCa~ndem picked uP bY ALPHA ratory.
[] Cylindem delivered to ALPHA
laboratory.
[;~Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING, IN~.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
?
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: GASKE CONSTURCTION DATE OF ISSUE: JANUARY 10, 1996
BELLAIRE, TEXAS
PROJECT:
COMERICA BANK OUR REPORT NO.: 95760-17
COPPELL , TEXAS
FIELD DATA
LOCATK)N OF CONCRETE PLACEMENT PIERS F-i.1, E.9-2, F.1-2.1,
F.1-3.5, E.9-3.8
DATE PLACED 01 / 0 3 / 9 6 PLANT 1
TIME 03: 50 DELIVER TICKET NO 10 941
SLUMP (ASTM C-143) 5 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 []) N/A CEMENT N/A
AIR TEMPERATURE 4 8 WATER N / A
CONCRETE TEMPERATURE 5 5 FINE AGGREGATE N / A
DATE RECEIVED 01/04/96 COARSE AGGREGATE N/A
FIELD DATA SUBMR'TED BY MO ADMIXTURE N/A
MIX DATA SUBMITTED BY M
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~ C-1231 []
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,
9 LAB 01/10/96 7 96,503 28.27 3,410
10 LAB 01/31/96 28 98.27
11 LAB 01/31/96 28 28.27
12 LAB HOLD H 28.27
Specifications 2 8 3,0 0 0
COMPUDATA-CG01083-34
REMARKS
I~t~lindem made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
Eg~,Cylinders picked up by ALPHA
lar)oratonj.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
ALl, TESTING, INC.
DAVID P. STETTNER
II
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: GASKE CONSTURCTION
BELLAIRE, TEXAS
DATE OF ISSUE: JANUARY 10, 1996
PROJECT:
COMERICA BANK
COPPELL, TEXAS
OUR REPORT NO.:
95760-16
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING, 30' S. AND 75' E. OF S.E.
DATE PLACED 0 1 / 0 3 / 9 6
TIME 1 1: 4 5
SLUMP (ASTM C-143) .-4.5
AIR CONTENT (ASTM C-231 [] OR C-173 ~ 5
AIR TEMPERATURE 4 5
CONCRETE TEMPERATURE 5 2
DATE RECEIVED 0 1 / 0 4 / 9 6
FIELD DATA SUBMIT-I'ED BY NO
MIX DATA SUBMrl-rED BY H ]' D C ]' '1' I~_..,~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~ C-1231 []
BLDG CORNER
PLANT 1
DELIVER TICKET NO 1 0 3 3 9
MIX PROPORTIONS (SSD) N/
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE
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
5 LAB 01/10/96 7 69,510 28.27 2,460
6 LAB 01/31/96 28 28.27
7 LAB 01/31/96 28 28.27
8 LAB HOLD H 28.27
Specifications 2 8 3,0 0 0
REMARKS
[~'ylindem made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~.Cylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications,
[] Compression test results do not comply
with applicable specifications.
1:~Tectfully Submitted
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
DATE:
GASKE CONSTRUCTION 01/10/96
BELLAIRE, TEXAS
PROJECT:
COMERICA
COPPELL, TEXAS
OUR REPORT NO. 9 5 7 6 0 - 1 8
TEST DATA:
Yt:~T ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~,~,~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NUMBER % PCF % PCF
15 01/10 FG 4L 17 . 5 105.0 20.7 103 99 3-AD
16 01/10 FG 4L 17.5 105.0 20.5 104 99 3-AD
TEST LOCATION:
15 RETEST OF TEST ~12 DATED 12/21/95
16 RETEST OF TEST #14 DATED 12/21/95
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST