Cambridge Phase 2-LR 970305JEOTECHNICAL
E J NGINEERING
I E INVIRONMENTAL
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:
March 5, 1997 Date Concrete Placed: Feburary 3, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
O.K. Concrete
Pioneer/#27
Inlet
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 03
Project Number: 96-0298
MATERIALS ~our~/ ss, a~,~h wu. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9339 Arrive Job:
Cement: 5 sk Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 70°
Concrete Range: 74°
Fine Aggregate: Slump Range (inches): 4"
Admixtures: Weather Conditions: Overcast
1 Time Started: 1:30 pm
2 Time Completed: 4:00 pm
Sample Air Content (%): 4%
Added Water: 10 gallons Total Cubic Yards Placed: 4Vi
Required Strength (Lbs./sq.in.): 3500 psi
unknown
3:15 pm
inlet, Southwest comer of site
547/321060
Specimen Measured Age Date Tolal Load Compressive Strength Remark~
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq,ln.)
ECM 08 7 02/10/97 112,200 3,970
ECM 09 4" 7 02/10/97 11!,300 3,940
ECM 10 28 03/03/97 136,400 4,820
EMC 11 28 03/03/97 137,300 4,860
Test Men,ds Utilized Fracture Regular
ASTM C-31.C-39.C-143 (Unless No{ed Otherwise) Cylinders Made By: DF
Remarks and/or Distribution:
CC:
Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
~ Conaultant:ts, Inc.
All letters and reports are f~ the exclusive use of Ihe client to whom they are addressed and shell not be reproduced without 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 no~ necessarily indicative of the quantities of apparently identical or similar products.