Stoneleigh P2-LR001219 ALPHA TESTING, INC.
2209 Wisconsin St., Suite 10Concrete Compression Test
Dallas, Texas 75229
(972) 620-8911 Report
Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-59
ATTN: KELLER WEBSTER Issue Date: 12/19/2000
10950 ALDER CIRCLE
DALLAS, TX 75238
Fax Number: (214) 340-9100
Project Desc: STONELEIGH Q RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Placement Location: GARAGE SLAB G-2, 10'S OF NW CORNER
Date Placed: 12/8/00 Plant Number: 7-3000
Time Placed: 9:00 AM Delivery Ticket No.: 7096072
Slump (ASTM C-143): N/A Made By: CONTRACTOR
Air Content: N/A
Air Temperature: N/A Cured Specification: ASTM C-31
Specimen Temperature: N/A
Date Received: 12/11100
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By:. CONTRACTOR
Mix Data Submlttad By: LMC
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:
91 LAB C-1231 12/15/00 7 12 N/A 6 28.27 92652 3270
92 LAB 1/5/01 28 12 N/A 6 28.27 0
93 LAB 1/5/01 28 12 N/A 6 28.27 0
94 LAB HOLD HOLD 12 N/A 6 28.27 0
! Specifications: 28 3000
Results to Data: N/A
Notes: CLIENT MADE CYLINDERS
i. ' Respectfully Submitted By: .~/ of Alpha Testing. Inc. '-'i
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911- 972/263-4937 (Metro) DAILY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/19/00
DALLAS, TEXAS
PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-62
COPPELL, TEXAS
TECHNICIAN: G.M.
WEATHER: CLEAR TEMPERATURE RANGE:
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 6 SETS OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATION:
SET #1: NORTHEAST END OF BUILDING #1
SET #2: SOUTH END OF BUILDING #5
SET #3: BREEZEWAY AREA MIDDLE OF BUILDING #1
SET #4: BREEZEWAY AREA MIDDLE OF BUILIDNG #5
SI~T #5: SOUTHEAST END OF BUILDING #1
SET #6: NORTH END OF BUILDING #5
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
STING~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting