Stoneleigh P1-LR 980731ALPHA A /I
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 07/31/98
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -273
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 10' WEST & 10' NORTH OF SW CORNER OF GARAGE "E"
DATE PLACED
07/31/98
PLANT
1
TIME
5:50
DELIVER TICKET NO.
19231
SLUMP (ASTM C-143)
6.5*
MIX PROPORTIONS (SSD)
64,356
AIR CONTENT (ASTM C-231 ODOR C -173
4.5
CEMENT
N/A
AIR TEMPERATURE
83
WATER
N/A
CONCRETE TEMPERATURE
84
FINE AGGREGATE
N/A
DATE RECEIVED
08/01/98
COARSE AGGREGATE
WA
FIELD DATA SUBMITTED BY
J.S.T.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY REDI -MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 WOR C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -38)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
573
LAB
08/07/98
7
64,356
28.27
2,280
574
LAB
08/28198
28
86,014
28.27
3,040
575
LAB
08/28/98
28
84,725
28.27
3,000
576
LAB
HOLD
H
28.27
28
3,000
REMARKS: * CONTRACTOR INFORMED OF HIGH SLUMP
(,Y Cylinders made by ALPHA
representative.
❑ Cylinders made by Archilerrs
,.., or Contractors representative.
VY C.ylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
2 / Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
Geotechnical Engineering 9 Coruiruction Materials Testing ■ Environmental Erphs ring 0 Cog
A
ALPHA TESTING, INC
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 07/31/98
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -272
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 20' NORTH & 20' WEST OF SW CORNER OF GARAGE "D"
DATE PLACED
07/31/98
PLANT
1
TIME
3:40
DELIVER TICKET NO
19221
SLUMP (ASTM C443)
4.75
MIX PROPORTIONS (SSD)
67,456
A CONTENT (ASTM C -231 ❑ ❑OR C -173
R
4.5
CEMENT
N/A
AR TEMPERATURE
85
WATER
N/A
CONCRETE TEMPERATURE
90
FINE AGGREGATE
N/A
DATE RECEIVED
08/01/98
COARSE AGGREGATE
N/A
FELD DATA SUBMITTED BY
J.S.T.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI -MIX/
28
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C417 13ffoR C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6 X 12 ")
(ASTM C-38)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
569
LAB
08/07/98
7
67,456
28.27
2,390
570
LAB
08/28/98
28
89,249
28.27
3,160
571
LAB
08/28/98
28
93,961
28.27
3,320
572
LAB
HOLD
H
28.27
28
3,000
REMARKS:
L7 Cylinders made by ALPHA
representative.
❑ Cylinders made by Archilecfs
,, �r Contractor's representative.
L4' G�Ainders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
Id Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
rn
R Ily Submitt
AT�
Geotechnical Engineering ■ Construction Maters Testing 9 Erm mr ental Engineering I Corlstdling
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 07/31/98
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -274
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 60' NORTH & 50' WEST OF NW CORNER OF GARAGE "D"
DATE PLACED
07/31/98
PLANT
1
TIME
9:45
DELIVER TICKET NO.
19273
SLUMP (ASTM C -143)
6.25
MIX PROPORTIONS (SSD)
64,077
AIR CONTENT (A6TM 0231 I37OR C -173
4.5
CEMENT
N/A
AIR TEMPERATURE
90
WATER
N/A
CONCRETE TEMPERATURE
88
FINE AGGREGATE
N/A
DATE RECEIVED
08/01/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
J.S.T.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY REDI -Mlx/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM 0817 OnOR C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -36)
LAB
NO
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
577
LAB
08/07/98
7
64,077
28.27
2,270
578
LAB
08/28/98
28
89,100
28.27
3,150
579
LAB
08/28/98
28
87,201
28.27
3,080
580
LAB
HOLD
H
28.27
28
3,000
REMARKS: * CONTRACTOR INFORMED OF HIGH SLUMP
ly' Cylinders made by ALPHA
representative.
❑ cviinders made by Architecrs
/ or Contractor s representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
,.., /laboratory.
Id' Carrpreeeion test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
R Ily 9NC.
P A
Geotechnical Engineering I Construction Mater/afs Testing ■ Environmental Erigineenng I Consultbigg