Stoneleigh P2-LR010206 ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 Report
(972) 620-8911
Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-110
ATI'N: KELLER WEBSTER Issue Date: 02/06/2001
10950 ALDER CIRCLE
DALLAS. TX 75238
Fax Number: (214) 340-9100
Project Desc: STONELEIGH ~) RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Placement Location: SLAB GARAGE G1-C CENTER OF EAST GARAGE
Date Placed: 1/27/01 Plant Number: 6-3000
Time Placed: N/A Delivery Ticket No.: 6141793
Slump (ASTM C-143): 4 Made By: ALPHA
Air Content: N~A
Air Temperature: N/A Cured Specification: ASTM C-31
Specimen Temperature: N/A
Date Received: 1/29/01
Delivery Me~hod: PICKED UP BY ALPHA
Field Date Submitled By: CONTRACTOR
Mix Data Submitted By: N/A
CYLINDER COMPRF~SION TEST RESUL TS
Lab Cure Cap DM~ Age Avg. Avg. Avg D~ Area: Max
No.: Type: Spec: Teet~l: (1~): Length Widlh DiamMer Sq. In, Load: PSI:
227 LAB C-1231 ?./3/01 7 12 N/A 6 28.27 117038 4140
228 LAB 2/24/01 28 12 N/A 6 28.27 0
229 LAB 2/24/01 28 12 N/A 6 28.27 0
230 LAB HOLD HOLD 12 N/A 6 28.27 0
Notes: CLIENT MADE CYLINDERS
~ly ~ By:. ~~!l,~l of Alpha Testing, In~
ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
(972) 620-8911
Tested For: SPRING VALLEY CONSTRUCTION Our Report Ne.: 00652-111
ATTN: KELLER WEBSTER lesue Date: 02/06/2001
10950 ALDER CIRCLE
DALLAS, TX 75238
Fax Number: (214) 340-9100
Project Desc: STONELEIGH ~ RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Placement Location: SLAB GARAGE G1-B CENTER OF BUILDING
Date Placed: 1/27101 Plant Number: 6-3000
Time Platted: NIA Dellve~j Ticket No.: 6141809
Slump (A~T~ C-143): 4 Made By: ALPHA
Air Content: N/A
Air Temperature: N/A Cured Speclflcetion: ASTM C-31
Specimen Temperetum: N/A
Date Received: 1/29/01
De#very Method: PICKED UP BY ALPHA
Field Date Submitted By: CONTRACTOR
Mix Data Submitted By: N/A
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:
231 LAB C-1231 2/3/01 7 12 N/A 6 28.27 115304 4070
232 LAB 2/24/01 28 12 N/A 6 28.27 0
233 LAB 2/24/01 28 12 N/A 6 28.27 0
234 LAB HOLD HOLD 12 N/A 6 28.27 0
-
i Specificetion~: 28 3000
/Resulte to Date: N/A
Notes: CLIENT MADE CYLINDERS
Respectfully Submitted By: Iff of Alpha Testing, Inc.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911-972/263-4937 (Metro) DAILY FIELD REPORT
lAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 02/06/01
DALLAS, TEXAS
PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-125
COPPELL, TEXAS
TECHNICIAN: G.L.
WEATHER: CLEAR TEMPERATURE RANGE: 60 TO 65
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE AS REQUESTED TO
MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SET OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS:
SET #1: SLAB OF GARAGE G1-A
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 TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
LARRY DAVIS, CITY OF COPPELL
LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
Geotechnical Engineering · Construction Mate~fals Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911-972/263-4937 (Metro) DALLY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 02/06/01
DALLAS, TEXAS
PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-125
COPPELL, TEXAS
TECHNICIAN: G.L.
WEATHER: CLEAR TEMPERATURE RANGE: 60 TO 65
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE AS REQUESTED TO
MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SET OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS:
SET #1: SLAB OF GARAGE G1-A
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 TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
LARRY DAVIS, CITY OF COPPELL
LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
Geote~hnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting