PA9901-LR010130A ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 Report
(972) 620 -8911
Our Report No.: 00931 -31
Tested For: DEAN CONSTRUCTION Issue Date: 01130/2001
ATTN: JUNE DAVIS
701 HALL
CEDAR HILL, TX 75104
Fax Number: (972) 291 -7172
Project Desc: WAGON WHEEL PH. II
COPPELL, TEXAS
HELD DATA
Placement Location: PAVING PARKING, NORTH LOT 100 & 20O W FROM SOUTH CORNER BASEBALL FIELD #5
Date Placed:
1/23/01
Time Placed:
8:30 AM
Slump (ASTM C -143):
4.5
Air Content:
5.0 (ASTM C -173)
Air Temperature:
40
Specimen Temperature:
58
Date Received:
1124/01
Delivery Method:
PICKED UP BY ALPHA
Field Data Submitted By:
TERVEEN, JUSTIN
Mix Data Submitted By:
LMC
Plant Number: 7 -5.0 sk
Delivery Ticket No.: 7097291
Made By: ALPHA
Cured Specification: ASTM C -31
CYLINDER COMPRESSION TEST RESULTS
Lab Cure
Cap
Date
Age
Avg.
Avg.
Avg Depth/
Area:
Max
No.: Type:
Spec:
Tested:
(Days):
Length
Width
Diameter
Sq. In.
Load:
PSI:
56 LAB
C -617
1/30/01
7
12
WA
6
28.27
83235
2940
57 LAB
2120/01
28
12
N/A
6
28.27
0
58 LAB
2120/01
28
12
WA
6
28.27
0
59 LAB
HOLD
HOLD
12
N/A
6
28.27
0
Spe cifi cat ion s:
28
3000
WA
Results to Date:
i
Notes:
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
Our Report No.: 00931 -32
Issue Date: 01/30/2001
Project Dese: WAGON WHEEL PH. II
COPPELL, TEXAS
FIELD DATA
Placement Location: PAVING PARKING, NORTH LOT 100 - S 8 300 - W FROM SOUTH CORNER OF BASEBALL FIELD #5
Date Placed:
1/23101
Time Placed:
10:00 AM
Slump (ASTM C -143):
4.0
Air Content:
5.25 (ASTM C -173)
Air Temperature:
44
Specimen Temperature:
63
Date Received:
1/24/01
Delivery Method:
PICKED UP BY ALPHA
Plant Number: 7 -5.0 sk
Delivery Ticket No.: 7097299
Made By: ALPHA
Cured Specification: ASTM C -31
Field Data Submitted By: TERVEEN, JUSTIN
Mix Data Submitted By: LMC
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:
60 LAB
C -617
1/30/01
7
12
N/A
6
28.27
74090
2620
61 LAB
2120/01
28
12
N/A
6
28.27
0
62 LAB
2/20/01
28
12
N/A
6
28.27
0
63 LAB
HOLD
HOLD
12
N/A
6
28.27
0
Specifications:
28
3000
Results to Date:
_
WA
Notes:
A
ALPHA 1ESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620-8911- 972/263 (Metro)
FAX: 9721406.8023
MECHANICAL
STABILIZATION / MODIFICATION
FINAL MIX
TESTED FOR: DEAN CONSTRUCTION DATE: 01/30/01
CEDAR HILL, TEXAS
PROJECT: WAGON WHEEL PHASE II OUR REPORT NO: 00931 -38
COPPELL, TEXAS
AREA OF WORK: REAR PARKING AREA
DATE CEMENT E I LIME EX I INITIALLY APPLIED 01/26/01
DATE OF FINAL MIXING: 01/30/01
SAMPLE LOCATIONS:
1. 200'S & 40'E FROM THE NW CORNER OF PARKING LOT
2. 200'S &200'E FROM THE NW CORNER OF PARKING LOT
3. 200'S & 300'E FROM THE NW CORNER OF PARKING LOT
4. 200'S & 400'E FROM THE NW CORNER OF PARKING LOT
REMARKS:
CC:
CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC.
LARRY DAVIS, CITY OF COPPELL
LEE STONE, CITY OF COPPELL
BRAD REID, CITY OF COPPELL
% PASSING
% PASSING
13/4" SIEVE
# 4 SIEVE
100%
66%
100%
80%
100%
71%
100%
68%
Aentechniral Fnnimmrinn t1 Onnstnrctinn Materials Tastinn 11 Fnvimnmental Fnninaedna tl CnnsuHinn
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, Texas 75229
972/620 -8911 - 9721263 -4937 (Metro)
FAX 9721406 -8023
TESTED FOR DEAN CONSTRUCTION
CEDAR HILL, TEXAS
PROJECT WAGON WHEEL PHASE II
COPPELL, TEXAS
TEST DATA:
DATE 01/30/01
OUR REPORT NO. 00931 -39
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PUCE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT'
66
01/30/01
FG
3L
25.5
92.5
27.9
92
100
1 -A
67
01/30/01
FG
3L
25.5
92.5
28.0
91
99
1 -A
68
01/30/01
FG
3L
25.5
92.5
27.9
92
99
1-A
69
01/30/01
FG
3L
25.5
92.5
28.4
90
98
1 -A
TEST LOCATION: REAR PARKING AREA
66 120W SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF PARKING LOT
67 200' SOUTH AND 200' EAST FROM THE NORTHWEST CORNER OF PARKING LOT
68 200' SOUTH AND 300' EAST FROM THE NORTHWEST CORNER OF PARKING LOT
69 200' SOUTH AND 400' EAST FROM THE NORTHWEST CORNER OF PARKING LOT
CC:
iS 411
CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC. - LARRY DAVIS, CITY OF COPPELL
LEE STONE, CITY OF COPPELL - BRAD REID, CITY OF COPPELL
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE R 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 21 Construction Materials Testing /b Environmental Engineering M