Cambridge Phase 2-LR 970411EOTECHNICAL
ENGINEERING
E J NVIRONMENTAL
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:
April 11, 1997 Date Concrete Placed: April 1, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
O.K. Concrete
Pioneer/27
Drain Inlets (Castlecreek Drive)
Standard 6'x12"
Area 28.27 Square Inches
Concrete Report No.: 10
Project Number: 96-0298
MATERIALS so~ sst, ~.teh wts. INSPECTION DATA
Description (Lba/CuYd)
Mix Number: 9339 Arrive Job:
Cement: 5 sk Time Sampled:
Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 73 °
Concrete Range: 74°
Fine Aggregate: Slump Range (inches): 2"
Admixtures: AEA Weather Conditions: Cloudy
I Time Started: 2:45 pm
2 Time Completed: 4:30 pm
Sample Air Content (%): N/A
Added Water: 0 gallons Total Cubic Yards Placed: 8
Required Strength (Lbs./sq.in.): 3500 psi
2:15 pm
3:25 pm
Slopes @ drainage inlets on either side @ curve
653~394885
Specimen Measured Age Date Tntal Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs,) (Lbs./Sq.ln.)
ECM 36 7 04/08/97 116,540 4,120
ECM 37 2" 7 04/08/97 116,590 4,120
ECM 38 28 04/29/97
ECM 39 28 04/29/97
Test Methods Utilized Fracture Regular
· ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By:GK
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis-City of Coppell
All lette~ and reports are for the exclusive use of the client ~, whom they are addressed and shall no( be reproduced without the full afl)royal of GEE Consultants, Inc. The use of our name nutst receive
our prior written approval. Our lee. ers and repo~ apply only to the sample tested and/or inspected and are not necessarily indicative of the quantities of apparently identical of similar products.
EOTECHNICAL
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:
April 11, 1997 Date Concrete Placed: April 2, 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.: I 1
Project Number: 96-0298
MATERIALS so~, sSO,u,ch w,. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9339
Cement: :5 sk
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures: AEA
1
2
Added Water: 0 gallons
Arrive Job:
Time Sampled:
Sample Location:
Truck/Ticket No:
Temperature:
Ambient Range: 76*
Concrete Range: 74'
Slump Range (inches): 3 ¼"
Weather Conditions: Cloudy
Time Started: 2:00 pm
Time Completed: 5:00 pm
Sample Air Content (%): 495
Total Cubic Yards Placed: 5
2:10 pm
3:10 pm
Inlet 540' North of Allen & 665' East of
Deforest
395/394936
Required Strength (Lbs./scl.in.): 3500 psi
Specimen Measured Age Date Tolal Load Compressive 5uenjth Remarks
Number Slump (in.) (Days) Tested (Lbs.) (LM./Sq. ln.)
ECM 40 7 04/09/97 116,420 4,120
ECM 41 7 04/09/97 117,860 4,170
3'A"
ECM 42 28 04/30/97
ECM 43 28 04/30/97
Met~ts Utilimi Fracture ~eSnlar Cylinders Made By:GK
ASTM C-31,C-39,C-t43 (Unless Nmed Otherwise)
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
All le~ ~ ~ ~e ~ ~ e~lmi~ ~ ~ tM cleat to w~ tMy ~c ~d aM sMI ~ ~ ~ wi~ ~ ~il ~1 ~ GEE C~ulm~, lin. ~ me ~ ~ m~ mint r~l~
~ ~ ~it~n ~r~l. ~ lem~ ~ ~ ~ly ~ly m t~ sample m~ aM/~ im~ a~ a~ ~ ~s~ily IM~ti~ ~ ~ ~mit~ of ~y ~i~ ~ simil~ p~.