PA9901-LR010205A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
Concrete Compression Test
Report
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 -27
Issue Date: 02/05/2001
HELD DATA
Placement Location: PAVING CENTRAL BLVD., 200 - E & 75 - N FROM SW CORNER OF PARKING LOT
Date Placed:
1/5/01
Time Placed:
10:20 AM
Slump (ASTM C -143):
5.5
Air Content:
6.0 (ASTM C -173)
Air Temperature:
45
Specimen Temperature:
60
Date Received:
1/6101
Delivery Method:
PICKED UP BY ALPHA
Field Data Submitted By:
SANDERS, JUSTIN S.
Mix Data Submitted By:
LMC
Plant Number: 7 -5.0 SK
Delivery Ticket No.: 7056842
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:
40 LAB
1/13/01
8
12
N/A
6
28.27
74989
2650
41 LAB
C -617
2/2/01
28
12
N/A
6
28.27
97035
3430
42 LAB
C- 617
2/2101
28
12
N/A
6
28.27
95708
3380
43 LAB
HOLD
HOLD
12
WA
6
28.27
0
SpeciBwtion
Results to Date:
28
3000
PASS
Notes:
A ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620 -8911
Concrete Compression Test
Report
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 -28
Issue Date: 02/05/2001
FIELD DATA
Placement Location: PAVING CENTRAL BLVD., 50 - E & 75 - N FROM SW CORNER OF PARKING LOT
Date Placed:
115/01
Time Placed:
1:20 PM
Slump (ASTM C -143):
6.0
Air Content:
5.9 (ASTM C -173)
Air Temperature:
61
Specimen Temperature:
73
Date Received:
1/6101
Delivery Method:
PICKED UP BY ALPHA
Field Data Submitted By:
SANDERS, JUSTIN S.
Mix Data Submitted By:
LMC
Plant Number: 7 -5.0 SK
Delivery Ticket No.: 7096872
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:
44 LAB
1/13/01
8
12
N/A
6
28.27
83018
2930
45 LAB
C- 617
2/2/01
28
12
N/A
6
28.27
96850
3420
46 LAB
C- 617
212/01
28
12
N/A
6
28.27
93948
3320
47 LAB
HOLD
HOLD
12
N/A
6
28.27
0
Specifications:
28
3000
Results to Date:
PASS
Notes:
�r\
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin Sf"gulte 100
Dallas, Texas 75229
9721620 -8911 - 972/263- 4937(Metro)
FAX: 9721406.8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
DATE 02/05/01
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO. 00931 -44A
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'
70
02/05/01
FG
1
18.5
107.5
20.9
104
97
1 -A
71
02/05/01
FIG
1
18.5
107.5
20.5
102
95
1 -A
TEST LOCATION:
70 20' WEST AND 5' SOUTH FROM THE NORTHEAST CORNER OF MAIN BUILDING PAD
71 20' SOUTH AND 10' EAST FROM THE NORTHWEST CORNER OF MAIN BUILDING PAD
CC: CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF C
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
1. FILL
A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. UME STABILIZED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED
D. RETEST
Geotechnical Engineering /b Construction Materials Testing lb Environmental Engineering la