Cambridge Phase 2-LR 970506EOTECH N ICAL
E NGINEERING
F
GEE Consultants, Inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
May 6, 1997 Date Concrete Placed: April 17, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Construction
N/A
Sidewalks .
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 12
Project Number: 96-0298
MATERIALS Source! SSO ~at~h w~,. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
Time Sample Batched:
Time Sampled:
Sample Location:
Truck/Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started: 12:15 pm
Time Completed: 2:15 pm
Sample Air Content (%):
Total Cubic Yards Placed:
Required Strength (Lbs./sq.in.): N/A
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs,) (Lhe,/Sq.ln.)
ECM 44 7 04/24/97 94,960 3,560 Note: Information provided by
ECM 45 N/A 28 05/15/97 contractor
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: Contractor
Remarks and/or Distribution: All information provided by contractor
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced wtthout the full approval of GEE Consultants luc The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are not necessarily indicative of the quantities of apparently identical or similar pt'oducts.