Cambridge Phase 2-LR 970519EOTECH NICAL
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:
Conc~te Supplier and Plant:
Location of Placement:
May 19, 1997 Date Concrete Placed: April 17, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Construction
N/A
Sidewalks
Standard 6 "x 12"
Area 28.27 Square Inches
Concrete Report No.: 12
Project Number: 96-0298
MATERIALS s .... / SSD Ba,~, wts. INSPECTION DATA
I~$cription (Lbs/CuYd)
Mix Number: Time Sample Batched: "
Time Sampled:
Cement: Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: Tempera. tare:
Intermediate Aggregate: Ambient Range:
Concrete Range:
Fine Aggregate: Slump Range (incbes):
Admixtures: Weather Conditions:
1 Time Started: 12:15 pm
2 Time Completed: 2:15 pm
Added Water: Sample Air Content (%):
Total Cubic Yards Placed:
Required Strength (Lbs./sq.in.): N/A
Specimen Measured Age Date To~l Lo~d Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (L~./Sq.ln.)
ECM 44 7 04/24/97 94,960 3,560 Note: Information provided by
ECM 45 N/A 28 05/15/97 110,900 3,920 contractor
Test Metho~ Utilized Fracture Regular Cylinders Made By: Contractor
ASTM C-3l,C-39,C-143 (Unlesl Noted Otherwise)
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 addresscd and shall not be rcprOducod without the full approval of 62 E Cons ,
our prior written approval. Our letters and reports apply only to the sample te~tod and/or impected and are not necessarily indicative of the quantities of apparently identical or similar products,