Cambridge Phase 2-LR 970410EOTECH NICAL
ENGINEERING
EJ NVIRONMENTAL
GEE Consultants, inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
April 10, 1997 Date Concrete Placed: March 31, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant=
Location of Placement: Drain Inlet Caps
MATERIALS s~,~e/ SSD Batch Wis. INSPECTION DATA
Description (Lbs/CuYd)
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 09
Project Number: 96-0298
Mix Number: Arrive Job:
Cement: Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range:
Fine Aggregate: Concrete Range:
Slump R~nle (inches):
A~mlatures~ Wea~er Conditions:
I Time Started:
2 Time Completed:
Added Water: Sample Air Content (%):
Total Cubic Yards Placed:
Required Strength (Lbs./scl.in.):
Partly Cloudy
Specimen Measured Age Date T~al Load Compressive Stren~h Remarka
Number Slump (in.) (Days) Tes~d (Lb~.) (Lbs./Sq. ln.)
ECM 32 7 04/07/97 125,360 4,430
ECM 33 7 04/07/97 118,760 4,200
ECM 34 28 04/28/97
ECM 35 28 04/28/97
Test Methods Utilized Fracture Regular
· ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: Contractor
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
All letters and repom are for the exclusive use of the client to whom they are address, and ,hell not be teprod~ without ~be LII stol of GEE Comulntnts. Inc. The use of our name must receive
our prior vn'itten approval. Our letters and reports apply only lo the sample tested and/e~ imFected and are not necessarily indicative of the quan~ki.'_s of apparently identical or similar producte.