PA9901-LR010402ALPHA TESTING, INC.
2209 Wisconsin SL, Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
MECHANICAL
STABILIZATION / MODIFICATION
FINAL MIX
TESTED FOR: DEAN CONSTRUCTION DATE: 04/02/01
CEDAR HILL, TEXAS
PROJECT: WAGON WHEEL PHASE II OUR REPORT NO: 00931 -80
COPPELL, TEXAS
AREA OF WORK: SOUTH PARKING LOT
DATE CEMENT [ I LIME [X ] INITIALLY APPLIED 03/28/01
DATE OF FINAL MIXING: 04/02/01
SAMPLE LOCATIONS:
X PASSING
% PASSING
1314" SIEVE
# 4 SIEVE
1. 200'E & 15'S FROM NW CORNER OF SOUTH PARKING LOT
100%
65%
2. 50'E & 30'S FROM NW CORNER OF SOUTH PARKING LOT
100%
70%
3. 20'E & 70'S FROM NW CORNER OF SOUTH PARKING LOT
100%
67%
REMARKS:
CC:
CLINT WOLFORD, SCHRICKEL, ROLLINS, & ASSOC.
LARRY DAVIS, CITY OF COPPELL
LEE STONE, CITY OF COPPELL
BRAD REID, CITY OF COPPELL
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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 -76
Issue Date: 04102/2001
Project Desc: WAGON WHEEL PH. II
COPPELL, TEXAS
FIELD DATA
Placement Location: PAVING, PARKING LOT, 85'W 8 90'N FROM HOME PLATE OF BASEBALL FILED
Date Placed:
3/23/01
Time Placed:
N/A
Slump (ASTM C -143):
N/A
Air Content:
N/A
Air Temperature:
N/A
Specimen Temperature:
N/A
Date Received:
N/A
Delivery Method:
PICKED UP BY ALPHA
Field Data Submitted By:
CONTRACTOR
Mix Data Submitted By:
N/A
Plant Number: N/A
Delivery Ticket No.: N/A
Made By: CONTRACTOR
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:
197 LAB
C -617
3/30/01
7
12
N/A
6.02
28.46
70587
2480
198 LAB
4/20/01
28
12
N/A
6
28.27
0
199 LAB
4/20/01
28
12
N/A
6
28.27
0
200 LAB
HOLD
HOLD
12
N/A
6
28.27
0
Specifications:
Results to Date:
28
_..
3000
N/A
Notes: CLIENT MADE CYLINDERS
Respectfully Submitted
of Alpha Testing, Inc.
Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our once) 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.
Geotechnical Engineedri Construction Materials Testing ` Environmental Engin@ertnp * Gons4,ftittg 'f I ' 68(16'
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
Our Report No.: 00931 -77
Issue Date: 04/02/2001
Fax Number: (972) 291 -7172
Project Desc: WAGON WHEEL PH. II
COPPELL, TEXAS
FIELD DATA
Placement Location: PAVING: AREA C, 19'S & 15'E FROM THE NW CORNER OF PARKING LOT
Date Placed:
3/23101
Time Placed:
9:15 AM
Slump (ASTM C -143):
4
Air Content:
4.75 (ASTM C -173)
Air Temperature:
70
Specimen Temperature:
79
Date Received:
3/24/01
Delivery Method:
PICKED UP BY ALPHA
Field Data Submitted By:
CASANOVA, STEVEN
Mix Data Submitted By:
LMC
Plant Number: 7 -5 SK
Delivery Ticket No.: 7099336
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:
193 LAB
C -617
3/30/01
7
12
N/A
6.02
28.46
92783
3260
194 LAB
4/20/01
28
12
N/A
6
28.27
0
195 LAB
4/20/01
28
12
N/A
6
28.27
0
196 LAB
HOLD
HOLD
12
N/A
6
28.27
0
Specifications:
Results to Date:
28
_
3000
NIA I
Notes:
Respectfully Submitted
of Alpha Testing, Inc.
Our test results and reports are for the exclusive use of the Client (and their designated recepients 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 indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering * Construction Materials Testing * Environmental, Engfri0ortg"Cpnstirdno 6768