PA9901-LR010519A ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 Report
(972) 620 -8911
Tested For: DEAN CONSTRUCTION
ATTN: JUNE DAVIS
701 HALL
CEDAR HILL, TX 75104
Fax Number: (972) 291 -7172
Project Desc: WAGON WHEEL PH. II
COPPELL, TEXAS
Our Report No.: 00931 -95
Issue Date: 05/19/2001
FIELD DATA
Placement Location: PAVING, 3514 & 175 - E FROM THE SW CORNER OF THE PARKING LOT
Date Placed:
4/19/01
Time Placed:
9:40 AM
Slump (ASTM C -143):
5.0
Air Content:
4.0 (ASTM C -173)
Air Temperature:
55
Specimen Temperature:
59
Date Received:
4/20/01
Delivery Method:
PICKED UP BY ALPHA
Field Data Submitted By:
TERVEEN, JUSTIN
Mix Data Submitted By:
-MC
Plant Number: 7 -5.0 sk
Delivery Ticket No.: 7100489
Made By: ALPHA
Cured Specification: ASTM C -31
CYLINDER COMPRESSION TEST RESULTS
Notes:
Our test results and reports are for the exclusive use of the Client (and their designated receplents on file In our office) and shall not be reproduced and /or distributed except
with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or
observed, and are not IndlcaWe of the qualities of apparently Identical or similar specimens.
Lab Cure
No.: Type:
Cap
Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load:
PSI:
249 LAB
C -617
4126/01
7
12
N/A
6
28.27
68758
2430
250 LAB
C -1231
5/17/01
28
12
N/A
6
28.27
118327
4180
251 LAB
C -1231
5117101
28
12
N/A
6
28.27
122409
4320
252 LAB
HOLD
HOLD
12
N/A
6
28.27
0
Specifications:
Results to Date:
- -
—
28
Respectfully Submitted
of Alpha Testing, Inc.
A ALPHA TESTING INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 Report
(972) 620 -8911
Tested For: DEAN CONSTRUCTION
ATTN: JUNE DAVIS
701 HALL
CEDAR HILL, TX 75104
Fax Number: (972) 291 -7172
Project Desc: WAGON WHEEL PH. II
COPPELL, TEXAS
Our Report No.: 00931 -92
Issue Date: 05/19/2001
FIELD DA
Placement Location: SLAB; 30'S & 20'W FROM THE NE CORNER OF THE CONCESSION STAND
Date Placed:
4117101
Time Placed:
10:30 AM
Slump (ASTM C -143):
4
Air Content:
N/A
Air Temperature:
50
Specimen Temperature:
54
Date Received:
4/18/01
Delivery Method:
PICKED UP BY ALPHA
Field Data Submitted By:
GARAY, ROBERT
Mix Data Submitted By:
LMC
Plant Number: 6-5.0 SK
Delivery Ticket No.: 6147842
Made By: ALPHA
Cured Specification: ASTM C -31
CYLINDER COMPRESSION TEST RESULTS
Lab Cure
No.: Type:
Cap
Spec:
Date
Tested:
Age
(Days):
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Area:
Sq. In.
Max
Load:
PSI:
237 LAB
C -617
4/24/01
7
12
N/A
6.01
28.36
75056
2640
238 LAB
C -1231
5/15/01
28
12
N/A
6
28.27
91595
3240
239 LAB
C -1231
5/15/01
28
12
N/A
6
28.27
97221
3430
240 LAB
HOLD
HOLD
12
N/A
6
28.27
0
Specifications:
Results to Date:
28
3000
PASS
Notes:
Respectfully Submitted
of Alpha Testing, Inc.
Our test results and reports are for the exclusive use of the Client (dd their designated receplents on Ole in our office) and shall not be reproduced and/or distributed except
with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and /or
observed, and are not Indicative of the qualities of apparently Identical or similar specimens.
n e .,. a.:.. _M�leFt$jii6.s,tNjl §r EtvNO`a °•
�....._,..,, .... _i,..,,...o.
REPORT OF FIELD
/i,, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9727263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
DATE 05/19/01
PROJECT WAGON WHEEL PH. II
COPPELL, TEXAS
TFST IIATA'
OUR REPORT NO. 00931 -106
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT`
96
05/19/01
FG -3.0
2
19.5
101.5
22.3
100
98
1 -A
97
05/19/01
FG -3.0
2
19.5
101.5
23.0
98
97
1 -A
TEST LOCATION:
96 STORM SEWER MAIN LINE F AT STATION #0 +70
97 STORM SEWER MAINLINE FAT STATION #0 +70
CC LARRY DAVIS, CITY OF COPPELL - LEE STONE, CITY OF COPPELL - BRAD REID, CIT OF
CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC.
1. FILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ape Ily S
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST ALP T IN
Our test results & reports are for the I use of the Client (and their designated recipients on Ole in our office) and shall not he reproduced andlpr Olstrid ed I twit express ap
or om name& test results must receive our written approval. Test results& reports apply only to the samples tested al observed. and are not Indicative oftheR litie fapparently
ALPHA. The use
or similar specimens.
Geotechnical Engineering l Construction Materials Testing F^ Environmental Engineering / Consulting