Stoneleigh P1-LR 980403ALPHA TESTING, INC.
2209 Wisconsin St.
1 1 � AxllSuite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.:
APRIL 3, 1998
97060 -112
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB
NO.
FIELD DATA
DATE
TESTED
AGE
DAYS
PAVING: 50' SOUTH
& 30' EAST OF SW
CORNER OF
LOCATION OF CONCRETE PLACEMENT
BUILDING 16
04/10/98
7
92,659
04/03/98
3,280
5
DATE PLACED
09:45
P LANT
355443
TIME
3,680
DE ER TICKET NO
N/A
SLUMP (ASTM C -143)
5
MIX PROPORTIONS (SSD)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
❑ )
CEMENT
HOLD
AIR TEMPERATURE
62
WATER
N/A
CONCRETE TEMPERATURE
65
FINE AGGREGATE
N/A
DATE RECEIVED
04/04/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
D.H.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI -MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
109
LAB
04/10/98
7
92,659
28.27
3,280
110
LAB
05/01/98
28
104,138
28.27
3,680
111
LAB
05/01/98
28
111,931
28.27
3,960
112
LAB
HOLD
H
28.27
Specifications 28
3, 0 0 0
COMPU DATA- CGO1083 -34
REMARKS
cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or ' Contractor's representative.
9 ylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
L2-c:ompression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
El
Respectful ftm
LPHATESTING, INC.
PAT STETTNER
A ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.:
APRIL 3, 1998
97060 -111
FIELD DATA
& 20' SOUTH OF SW CORNER OF
PAVING: 100' EAST
LOCATION OF CONCRETE PLACEMENT
BUILDING 16
DELIVER TICKET NO
04/03/98
DATE PLACED
105
TIME
08:30
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
eir
AIR TEMPERATURE
60
CONCRETE TEMPERATURE
60
DATE RECEIVED
04/04/98
FIELD DATA SUBMITTED BY
D.H.
MIX DATA SUBMITTED BY
RED I - M I X
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 OR C -1231 ❑
& 20' SOUTH OF SW CORNER OF
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB
NO.
5
PLANT
355437
DELIVER TICKET NO
N/A
MIX PROPORTIONS (SSD)
105
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
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
105
LAB
04/10/98
7
92,039
28.27
3,260
106
LAB
05/01/98
28
101,339
28.27
3,590
107
LAB
05/01/98
28
108,354
28.27
3,830
108
LAB
HOLD
H
28.27
Specifications 28
3, 000
REMARKS
2 Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
IXCylinders 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.
El
e �AT WIC.
PAT STETTNER
COMPUDATA.MnIr0U -34
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.:
APRIL 3, 1998
97060 -110
FIELD DATA
& 50' EAST OF SW CORNER OF
PAVING: 40' SOUTH
LOCATION OF CONCRETE PLACEMENT
BUILDING 16
DELIVER TICKET NO
04/03/98
DATE PLACED
TIME
07:30
SLUMP (ASTM C -143)
6
AIR CONTENT (ASTM C -231 O OR C -173
B_
')
AIR TEMPERATURE
60
CONCRETE TEMPERATURE
62
DATE RECEIVED
04/04/98
FIELD DATA SUBMITTED BY
D.H.
MIX DATA SUBMITTED BY
RED I -MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 OR CA 231 ❑
& 50' EAST OF SW CORNER OF
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
101 LAB 04/10/98 7 82,088 28.27 2,900
102 LAB 05/01/98 28 108,779 28.27 3,850
103 LAB 05/01/98 28 105,661 28.27 3,740
104 LAB HOLD H 28.27
Specifications 28 3, 000
� REMARKS
9 Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
2-'Cylinders picked up by ALPHA
laboratory.
Cylinders delivered to ALPHA
laboratory.
I — Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
0
VH INC.
AT STETTNER
COMPUDATA -CGO1083.34
9
PLANT 9
21015 5
DELIVER TICKET NO
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
101 LAB 04/10/98 7 82,088 28.27 2,900
102 LAB 05/01/98 28 108,779 28.27 3,850
103 LAB 05/01/98 28 105,661 28.27 3,740
104 LAB HOLD H 28.27
Specifications 28 3, 000
� REMARKS
9 Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
2-'Cylinders picked up by ALPHA
laboratory.
Cylinders delivered to ALPHA
laboratory.
I — Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
0
VH INC.
AT STETTNER
COMPUDATA -CGO1083.34
� REMARKS
9 Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
2-'Cylinders picked up by ALPHA
laboratory.
Cylinders delivered to ALPHA
laboratory.
I — Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
0
VH INC.
AT STETTNER
COMPUDATA -CGO1083.34
2209 Wiscomin St, Suite 100
Dallas, Tiaras 75229
(972) 620.8911
FIELD INSPECTION OF CONCRETE
Project Number A 7 0 0 0 Date Of Placement S
Client Name F v a 5 } w • rth Date Cyls Recd In Lab
Project Name Q1 �W L Concrete Supplier ew tx
Technician Name �� * N "e�j Spec{ ications: Slump Air 96
Set
#
Concrete
Supplier
ticket #
Time
Truck
Disptch'd
Mme
CA.
Molded
Time
Truck
Unloaded
yds.
Of
Conc.
Unit
(f
Slump
R
I P
Air 96
I
.110155
�' �S'
7`3a
'7'l5
JD
l9
S''
a
355 4 9 7
V3 0
8;
3
3
too
0
-, 0
Notified of any item out of Specification
Signature of Person Not# ed-
• Time Sit 1. Item
Set
#
A it
Temp.
Conc.
Temp.
Req `d
Strength
(7y4
Molded
placement Location of Test Sample f
6o
GZ
e
4A X66rAf_SW_uol-ej1' ' LL ----- - - - - --
?� -.
6 0
10
_go. o
,II
joy x 3o's -
5,4"-s ;K
ALPHA TESTING, INC. Daily Field Report
2208 Wisconsin, Suite 100
Dallas, Texas 75228
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED TO MONITOR
!Y W ON40NO WORK AND PERFORM FIELD TESTING AS REQUESTED.
S.G. SUBGRADE FOR
WAS OBSERVED TO VERIFY THAT AREA(s) HAD BEEN PREPARED IN GENERAL ACCORDANCE
WITH [Gsotechnical r000mmsndations] [locally sampled standards].
MAZOAS WHOLE ON SITE THE TEPNPMMN 0411TANM6Q SOIL SAMPLE(S) FOR LABORATORY
PICK -UP ANALYSIS. THE SAMPLES) [was]. [Mien] OBTAINED FROM THE FOLLOWING
LOCATION(8):
TESTED FOR DATE 4-3 - 1 9
PROJECT NAME F ALrPHp RPT S Os:
WEATHER Cl a *4- TEMP. RANGE 6 b TO L5 TECHNICIAN tao N ae4
F D T A TOTAL OF." FIE.l.D DENSITY TESTS [was] [wen] PERFORMED ON [fill] [select fill] [natural sg]
[stabilWod-saft] [modtAsd soils] [base materials] FOR
[see attachsd� p6if for results of field comp testing] AREAS).
[site repr pow was informed that results would be available as soon as laboratory testing was
complete]
GRADATION WHILE ON SITE THE TECHNICIAN PERFORMED FIELD GRADATION(S) TEST(S) ON THE
[Lime stabilized] [cement modified] MATERIALS. SEE ATTACHED REPORT FOR TEST RESULTS
PRE-POUR THE TECHNICIAN OBSERVED THE PRE -POUR CONDITION OF
THE TECHNICIAN OBSERVED THE AREA(*) FOR PROPER [vapor bwnw] (Grade beam size] [stOW reinforcing]
AND [post tension cable lay out]. ' [No deficiencies were noted during the observation]
[The-following exceptions were noted]:
Co C THE TECHNICIAN MOLDED SET(S) OF �Ii [flex ural beams]
[cubes] [prisims] FROM [mortar] [grout] PLACED FO
ON THIS DATE.
LAB TEST LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A
SEPERATE REPORT.
WHO WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
CANCEL THE TECHNICIAN WAS INFORMED THAT NO TESTING WOULD BE REQUIRED FOR
AS
( 3 0 AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.