Town Center L1B2-LR 980528· GEOTECHNICAL ENGINEERING
E· ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 ·
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 28, 1998 Date Concrete Placed: May 19, 1998
Client: Ewing Properties
project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI//31
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Stand~rd 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 9
Project No.: 298-0165
MATERIALS s ...... sso Batch w,,. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 9506 Time Sample Batched:
Cement: Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 89"F
Fine Aggregate: Concrete Range: 91"F
Slump Range (inches): 5 ~l"
Admixtures: Weather Conditions: Clear
1 Time Started: 10:30 am
2 Time Completed: 01:30 pm
Added Water: 15 Gallons Sample Air Content (%): 1
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
10:30 am
11:40 am
70' N. of SE comer, from F.3 to F.5 &1.5-3
631/1053682
Specimen Measured Age Date Toufl Load Compressive Strength Remarks
Number Slump lin.) tDass) Tested (Lbs.) (bbs./Sq.ln.)
CTC 37 7 05/26/98 89,120 3,150
CTC 38 28 06/16/98
5~A,,
CTC 39 28 06/16/98
CTC 40 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31.C-39.C-143 (Unltss Nord Otherwise)
Remarks and/or Distribution:
CC:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All letters and reports are i'br the exclusive uae of the client to whom they are addressed and shall not he reprndu~witltmtt the full alyprovel of GEE Comul~ants. Inc. The use of our name must receive
our prior writteu approval. Our letters mKl reports apply only to the sample teated and/or inspected and are mx necessarily indicative of the quantities of apparendy identical or similar ptnducr~.
[· GEOTECHNICAL ENGINEERING
[ GEE Consultants, Inc.
10046 Monroe Drive
Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 28, 1998 Date Concrete Placed: April 30, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #41
Piers
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 5
Project No.: 298-0165
MATERIALS ~ur~.~ SSD .a~l, W.. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched: 12:09 pm
Cement: Time Sampled: 12:45 pm
Sample Location: J.1-3; K-3; H.4-3
Fly Ash: Track/Ticket No: 453/1038404
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 78°F
Fine Aggregate: Concrete Range: 80°F
Slump Range (inches): 3 V:"
Admixtures: Weather Conditions: Clear
I Time Started: 06:30 am
2 Time Completed: 05:00 pm
Added Water: 0 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.}: 3,500
Speclraen Measured Age. Date Total Load Compressive Strength Rc~narks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 17 7 05/07/98 97,240 3,440
CTC 18 28 05/28/98 139,360 4,930
31/2"
CTC 19 28 05/28/98 134,320 4,750
CTC 20 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31,C-39,C-143 (Unless Noted Otllerwise) .
Remarks and/or Distribution:
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All letters and repom are tot' tbe exclusive uae of Ibc client to whom they are addressed and shall not be reprodu~i~ the full apploval of GEE ComuhantL Inc. The use of our name must receive
our prior written approval. Our letters aod reports apply only to the salpple tested and/or impeeted and are tl~l~nnce~arily indicative of the quantities of apparelltly identical m' similar
· GEOTECHNICAL ENGINEERING
E , oGEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 28, 1998 Date Concrete Placed: April 29, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #41
Piers
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 4
Project No.: 298-0165
MATERIALS Source,' SSO ~t~h wts. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched: 11:48 am
Cement: Time Sampled: 12:25 pm
Sample Location: B.3-3; A.9-2.6; A.7-2
Fly Ash: Track/Ticket No: 713/1037083
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 56°F
Concrete Range: 75°F
Fine Aggregate: Slump Range (inches): 3aA"
Admixtures: Weather Conditions: Partly Cloudy
1 Time Started: 07:30 am
2 Time Completed: 05:00 pm
Added Water: 0 Gallons Sample Air Content {%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
Specimen Measured Age Date Total Lo~l Compressive Strength Remarks
Number Slump (in.) (Days) Tested {Lbs.) (Lbs./Sq.ln.)
CTC 13 7 05/06/98 99,520 3,520
CTC 14 28 05/27/98 156,700 5,540
CTC 15 33A" 28 05/27/98 153,900 5,440
CTC 16 Iq Hold
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-3l.C-39,C-143 (Unless Noted Otlterwise)
Remarks and/or Distribution:
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All tetters and reports are tbr the exclusive u~e of the client to whom they are addressed and shall net be reprddt~dgithous the full ap~ of GEE Consultant~. Inc. The ur~ of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are t,~fne~easanly indicative ot the quantltlns of appareddy idelltteal or slmdar products.