Ashton Ridge-LR 960906ALPHA TESTING, I1~'.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
M & M DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE:
SEPTEMBER 6, 1996
PROJECT:
ASHTON RIDGE OURREPORTNO.: 96362-22
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVEMENT REPLACENEN? @ 10' E ~ID 30' S FROM
N.E. CORNER OF SITE
DATE PLACED 08/30/96 PLANT 7
TIME 11: 45 DELIVER TICKET NO 702491 6
SLUMP (ASTM C-143) I~) 2.0 MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 [] OR C-173 4.7 5 CEMENT N/A
AIR TEMPERATURE 8 0 WATER N / A
CONCRETE TEMPERATURE 8 5 FINE AGGREGATE N/A
DATE RECEIVED 08/31/96 COARSE AGGREGATE N/A
FIELD DATA SUBMI'I-]'ED BY DR ADMIXTURE N/A
MIX DATA SUBMI'I-I'ED BY LATT IMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I~OR 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, PSI
13 LAB 09/06/96 6 111,510 28.27 3,940
14 LAB 09/27/96 28 28.27
15 LAB 09/27/96 28 28.27
16 LAB HOLD H 28.27
Specifications 28 4 - 000
COMPUDATA-CG01083-34
DAVID
REMARKS
[;~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~ I~)linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Res~ully Submitted
ALI~I~A-ESTING, INC.
(PAT) STETTNER
ALPHA TESTING, I1~'.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR:
M & M DEVELOPMENT, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE OF ISSUE:
SEPTEMBER 6, 1996
PROJECT:
ASHTON RIDGE
COPPELL, TEXAS
OUR REPORT NO.:
96362-22
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
DATE PLACED
TIME
SLUMP (ASTM C-143) /
~')
AIR CONTENT (ASTM C-231 [] OR C-173
AIR TEMPERATURE
CONCRETE TEMPERATURE
DATE RECEIVED
FIELD DATA SUBMI'FrED BY
PAVEMENT REPLACEMENT @ 10' E AND 30' S FROM
N.E. CORNER OF SITE
08/30/96 PLANT 7
1 1: 4 5 DELIVER TICKET NO 7 0 2 4 91 6
2.0 MIX PROPORTIONS (SSD)
4.7 5 CEMENT
80 WATER
8 5 FINE AGGREGATE N/A
08/31/96 COARSE AGGREGATE
DR ADMIXTURE
MIX DATA SUBMI'I-rED BY LATT ! MORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~OR C-1231 []
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
~B TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
13 LAB 09/06/96 6 111,510 28.27 3,940
14 LAB 09/27/96 28 154,780 28.27 5,~S0
15 LAB 09/27/96 28 156,400 28.27 5,530
16 LAB HOLD H CYL. MISS/qG ON SI~
Specificmions 28 4.000
REMARKS
[~"~Cylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
IdlCa~/olinders picked up by ALPHA
oratory,
[] Cylinders delivered to ALPHA
laboratory.
[~ompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications,
DAV I D ~ETTNER
COMPUDATA-CG01083-34