Creekview P2 L1R BA-LR021203ALPHA TESTING, INC.
2209 Wisconsin St., Suite 10
Dallas, Texas 75229
(972) 620-8911
Concrete Compression Test
Report
Tested For: TRI-STAR CONSTRUCTION
ATTN: MR. FRED DONALDSON
220 ELM STREET, SUITE 100
LEWISVILLE, TX 75057
Fax Number: (972) 219-7099
Project Deac: SALON ON THE CREEK
684 SOUTH DENTON TAP ROAD
Our Report No.: 02741-18
Issue Date: 12/03/2002
FIELD DA TA
Placement Location: PAVING
Date Placed: 11/19/02
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:
Mix Data Submitted By: N/A
Plant Number: N/A
Delivery Ticket No.: N/A
Made By:
Cured Specification: ASTM C-31
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
25 LAB C-1231 11/26/02 7 12 N/A 6 28.27 84610 2990
26 LAB 12/17/02 28 12 N/A 6 28.27 0
27 LAB 12/17/02 28 12 N/A 6 28.27 0
28 LAB HOLD HOLD 12 N/A 6 28.27 0
Specifications: 28 3000
Results to Date:
Notes: CLIENT MADE CYLINDERS
CC: CD CONSTRUCTION CONSULTING, TRI-STAR CONSTRUCTION, CITY OF COPPELL
N/A
Respectfully Submitted By: //~'~/ of Alpha Testing, Inc,
Our test results and reports are for the exclusive use of the Client (and their designated r~..epients 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 wdtten approval. Test results and repods apply only to the samples
tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 10
Dallas, Texas 75229
(972) 620-8911
Tested For: TRI-STAR CONSTRUCTION
A'I-rN: MR. FRED DONALDSON
220 ELM STREET, SUITE 100
LEWISVILLE, TX 75057
Fax Number: (972)219-7099
Project Daac: SALON ON THE CREEK
684 SOUTH DENTON TAP ROAD
Concrete Compression Test
Report
Our Report No.: 02741-19
Issue Date: 12/03/2002
FIELD DA TA
Placement Location: PAVING
Date Placed: 11/19/02
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:
Mix Data Submitted By: N/A
Plant Number: N/A
Delivery Ticket No.: N/A
Made By:
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:
29 LAB C-1231 11/26/02 7 12 N/A 6 28.27 71990 2540
30 LAB 12/17/02 28 12 N/A 6 28.27 0
31 LAB 12/17/02 28 12 N/A 6 28.27 0
32 LAB HOLD HOLD 12 N/A 6 28.27 0
I Speclflcatlons: 28 3oo01
Results to Date:
Notes: CLIENT MADE CYLINDERS
CC: CD CONSTRUCTION CONSULTING, TRI-STAR CONSTRUCTION, CITY OF COPPELL
Respectfully Submitted By: .~V 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 wdtten approval. Test results and reporls apply only to the samples
tested and/or observed, and are not indicative of the qualifies of apparently identical or similar specimens.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 10
Dallas, Texas 75229
(972) 620-8911
Concrete Compression Test
Report
Tested For: TRI-STAR CONSTRUCTION
ATTN: MR. FRED DONALDSON
220 ELM STREET, SUITE 100
LEWISVILLE, TX 75057
Fax Number: (972) 219-7099
Project Desc: SALON ON THE CREEK
684 SOUTH DENTON TAP ROAD
Our Report No.: 02741-20
Issue Date: 12/03/2002
FIELD DA TA
Placement Location: PAVING
Date Placed: 11/19/02
Time Placed: N/A
Slump (ASTM C-143): N/A
Air Content: N/A
Air Temperature: NIA
Specimen Temperature: N/A
Date Received: N/A
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By:
Mix Data Submitted By: N/A
Plant Number: N/A
Delivery Ticket No.: N/A
Made By:
Cured Specification: ASTM C-31
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
33 LAB C-1231 11/26/02 7 12 N/A 6 28.27 95570 3380
34 LAB 12/17/02 28 12 N/A 6 28.27 0
35 LAB 12/17/02 28 12 N/A 6 28.27 0
36 LAB HOLD HOLD 12 N/A 6 28.27 0
_S.~_ecifl ca~ons_:
Resu ts to Date:
28 3000
N/A
Notes: CLIENT MADE CYLINDERS
CC: CD CONSTRUCTION CONSULTING, TRI-STAR CONSTRUCTION, CITY OF COPPELL
Respectfully Submitted By: )r~v 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 wdtten approval. Test results and repods apply only to the samples
tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
ALPHA TESTING, INC.
2209 Wlscon,W~ St., Su#e !00
Do#as, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: TRI-STAR CONSTRUCTION
LEWlSVILLE, TEXAS
DATE: 12/03/02
PROJECT: SALON ON THE CREEK OUR REPORT NO: 02741-25
COPPELL, TEXAS
TECHNICIAN: A.R.
WEATHER: CLOUDY
TEMPERATURE RANGE:
60 TO 65
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT, AS REQUESTED, TO OBTAIN 1
SET OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATION:
PAVING, 20' W AND 10' S FROM THE NW CORNER OF THE BUILDING
THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING. LABORATORY COMPRESSION
TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
AT THE COMPLETION OF THE SCHEDULED PICKUP, THE TECHNICIAN RETURNED TO THE LABORATORY.
CC:
CD CONSULTING
TRI-STAR CONSTRUCTION
CITY OF COPPELL
Resp~
Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office} and shall nof be reproduced and/or distributed except with express approval of
ALPHA The use of our name and ~est results must receive our w/fffon approval Test resutts and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens.
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