Stoneleigh P1-LR 980406ALPHA TESTING, INC.
IFIX/ 2209 Wisconsin St.
1 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.:
FIELD DATA
APRIL 6, 1998
97060 -114
& 45' EAST OF SE CORNER OF
PAVING: 30' NORTH
LOCATION OF CONCRETE PLACEMENT
BUILDING 15
DELIVER TICKET NO
04/06/98
DATE PLACED
TIME
0 8 : 0 0
SLUMP (ASTM C -143)
4.5
AIR CONTENT (ASTM C -231 ❑ OR C -173
❑ )4. 5
AIR TEMPERATURE
56
CONCRETE TEMPERATURE
65
DATE RECEIVED
04/07/98
FIELD DATA SUBMITTED BY
D.H.
MIX DATASUBMIITED BY
REDI -MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 ❑
APRIL 6, 1998
97060 -114
& 45' EAST OF SE 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
117 LAB 04/13/98 7 79,949 28.27 2,830
118 LAB 05/04/98 28 103,557 28.27 3,660
119 LAB 05/04/98 28 105,554 28.27 3,730
120 LAB HOLD H 28.27
Specifications 28 3, 000
REMARKS
is Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or ontractor's representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
la atory.
Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
9AT7I y MS , INC.
l
STETTNER
COMPUDATA- CGO1083 -34
5
PLANT 5
5 2 3 8 4
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
117 LAB 04/13/98 7 79,949 28.27 2,830
118 LAB 05/04/98 28 103,557 28.27 3,660
119 LAB 05/04/98 28 105,554 28.27 3,730
120 LAB HOLD H 28.27
Specifications 28 3, 000
REMARKS
is Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or ontractor's representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
la atory.
Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
9AT7I y MS , INC.
l
STETTNER
COMPUDATA- CGO1083 -34
REMARKS
is Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or ontractor's representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
la atory.
Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
9AT7I y MS , INC.
l
STETTNER
COMPUDATA- CGO1083 -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 6, 1998
97060 -113
FIELD DATA
& 20' EAST OF SE CORNER OF
PAVING: 45' SOUTH
LOCATION OF CONCRETE PLACEMENT
BUILDING 15
DELIVER TICKET NO
04/06/98
DATE PLACED
N/A
TIME
08:00
SLUMP (ASTM C -143)
5
AIR CONTENT (ASTM C -231 ❑ OR C -173
❑ ) 5
AIR TEMPERATURE
54
CONCRETE TEMPERATURE
63
DATE RECEIVED
04/07/98
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' EAST OF SE CORNER OF
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB
NO.
5
PLANT
5 2 3 7 4
DELIVER TICKET NO
N/A
MIX PROPORTIONS (SSD)
N/A
CEMENT
04/13/98
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
113
LAB
04/13/98
7
82,559
28.27
2,920
114
LAB
05/04/98
28
105,687
28.27
3,740
115
LAB
05/04/98
28
103,569
28.27
3,660
116
LAB
HOLD
H
28.27
Specifications 28 1
3, 0 0 0
r:OMpUnATA -r.rn1 oR7 -.0
// REMARKS
I� Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
Id'Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
l aboratory.
2 Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
P C.
AT STETTNER
ALPHA TESTING, INC. Daily Field Report
2209 Wisconsin, Suite 100
Dallas, Texas 75228
TESTED FOR ts, o %A- w tT DATE 4- (- 4 S
PROJECT NAME &1I ks I ALPHA RPT 9 G? 0 o. 0
WEATHER C 10 A P TEMP. RANGE _' Q TO 5X TECHNICIAN n a 0 )i 1 k d a
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED TO MONITOR
T ON-OOiN G 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 [Geobsahnical recommendations] [locally accepted standards].
MATEIIIIAL V"NX ON SITE 7W � SLR. 1�HE SOI
SAMPLE(S) [was][w�ere] OBTAINED FROM FOLLOWING
LOCATION(6):
F D T A TOTAL OF _ FIELD DENSITY TESTS [was] [were] PERFORMED ON [flit] [select fill] [natural sg]
[staWllad soil] [inoidlfled soils] [bass matsrlsls] FOR
AREA(S).
[sss attaolred iWort 16r rr suits of field compaction testing]
[site reprssentotive was informed that results would be available as soon as laboratory testing was
comPlate]
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(s) FOR PROPER [vapor bwrml [(Grade beam size] [steel reinforcing]
AND [post tension cable layout]. • [No deficiencies were, during the observation]
[The-following exceptions were noted]:
E 1 91 AN e CONCRETE THE TECH MOLDED 3 _ SET(S) OF a Iinde [flexural beams]
[cubes] [prisimsj F M rate [mortar] [gro t] PLACED FO y/]_4�S' S tttO�t 0- f
Sf 1t ►� , f /.f ON THIS DATE.
QP S 0;0V o-F Na'Ciew o-f /4 45
LAB TEST LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED A13OVE WILL FOLLOW ON A
SEPERATE REPORT.
WHO
CANCEL
TYPE
WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
THE TECHNICIAN WAS INFORMED THAT NO TESTING WOULD BE REQUIRED FOR
AS
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
IIQ{!as, /IXQS /SiLY
l 72 62t 1911
FIELD INSPECT ION OA' CONCRETE
Project Number _q 10 la O Date Of Placement H - s ' 4 B
aient Name F%kre+ we " Lll o Date Cyls. Recd In Lab
Project Name 5 f9 N e I a is A} R I e � �1451� Concrete Supplier K� i -- fY1 hx
Technician Name Dom A N-6 r+ Specifications.- Slump 5 Air 44 96
Set
g
Concrete
up Tier
Ticket p
Time
Truck
Disptch'd
Time
Cyl&
Molded
Time
Truck
Unloaded
Yds.
Of
Conc.
Unit
LTA
OV)
Slump
R
P
Air 916
I
5 1 :374
5 : 3(
T 1 1
I : 5-0
s' 3g
G ; ��
�; • �
7; y5
� o
�, s
� �
.3
sz
4 7
to;oa.
;Sa
1b
S
Notified of any item out of Spec cation: Time Item (s)
Signature of Person Notyied.• X
Set
g
A it
Temp.
Conc.
Temp.
Req'd
Strength
C #
Molded
Placement Location of Test Sample
L
S
63
Sabo
Arcn►eN'�
-
3__
5
6 5
1 Soon
3000
.
.�a'N �',� o� —,SSE Gt N o B / dD • /5
Sb', X Ro'N o .. t eN
N
i
APR 071'
III
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 6, 1998
97060 -115
FIELD DATA
& 20' NORTH OF NE CORNER OF
PAVING: 50' EAST
LOCATION OF CONCRETE PLACEMENT
BUILDING 15
DELIVER TICKET NO
04/06/98
DATE PLACED
N/A
TIME
10:15
SLUMP (ASTM C -143)
5
AIR CONTENT (ASTM C -231 ❑ OR C -173 ❑ ) 4
AIR TEMPERATURE
60
CONCRETE TEMPERATURE
62
DATE RECEIVED
04/07/98
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' NORTH OF NE CORNER OF
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE S" X 12 ")
(ASTM C -39)
LAB
NO.
5
PLANT
52394
DELIVER TICKET NO
N/A
MIX PROPORTIONS (SSD)
N/A
CEMENT
04/13/98
WATER
N/A
FINE AGGREGATE
N/A
COARSE AGGREGATE
N/A
ADMIXTURE
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE S" X 12 ")
(ASTM C -39)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
121
LAB
04/13/98
7
71,238
28.27
2,520
122
LAB
05/04/98
28
108,997
28.27
3,860
123
LAB
05/04/98
28
103,578
28.27
3,660
124
LAB
HOLD
H
28.27
Specifications 28
3,000
cnupi InATA.rRn1 nna_u
// REMARKS
i� Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
i r ntractor's representative.
ylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
L'J Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
N
es Iry S /
HAT C.
T STETTNER