Town Center L1B2-LR 980610· GEOTECHNICAL ENGINEERING
E o ENVIRONMENTALCONSULTING GEE Consultants, Inc.
E[ · CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
Dallas, Texas 75229 · (214) 352-5433
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 10, 1998 Date Concrete Placed: May 13, 1998
Client: Ewing Properties
project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #31
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12'
Area 28.27 Square Inches
Concrete Report No.: 8
Project No.: 298-0165
MATERIALS s ..... ~ SSD ~,teh w.. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: 5t,~ Sacks Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 81°F
Concrete Range: 87°F
Fine Aggregate: Slump Range (inches): 6"
Admixtures: Weather Conditions: Cloudy
1 Time Started: 04:00 am
2 Time Completed: 12:00 pm
Added Water: 0 Gallons Sample Air Content (%): 2 ,%
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
09:07 am
09:55 am
15' N. & 15' W. from SE comer
828/1048538
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) {Daysl Tested (Lbs.) (Lbs,/Sq. ln,}
CTC 33 7 05/20/98 68,080 2,410
CTC 34 28 06/10/98 114,760 4,060
CTC 35 6" 28 06/10/98 123,760 4,380
CTC 36 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: HG
ASTM C-31.C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dis; - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All letters and repom are for the exclusive use of the client to whom they are addressed and shall nm be repreduced~l~lthout the full approval of GEE Comultants, Inc. The use of our name must receive
our prior written approval. Our letters and repor~ apply only to the sample te~tdd and/or inspected and are no{ necessarily indicative of the quantities of apparently identical or similar products.
-~ · GEOTECHNICAL ENGINEERING
E ·ENVIiONMENTALCONSULTING TE*,~oGEE
Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 10, 1998 Date Concrete Placed: May 13, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #31
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6" x 12"
Area 28.27 Square Inches
Concrete Report No.: 7
Project No.: 298-0165
MATERIALS s ..... ! ssD Batch wts. INSPECTION DATA
D~scriptton (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: 5V: Sacks Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 75°F
Fine Aggregate: Concrete Range: 84°F
Slump Range (inches): 6~l"
Admixtures: Weather Conditions: Cloudy
I Time Started: 04:00 am
2 Time Completed: 12:00 pm
Added Water: 0 Gallons Sample Air Content (%): 2 %
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
07:02 am
07:50 am
35' E. & 35' N. from SW comer
21 / 1048287
Spemmen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 29 7 05/20/98 83,900 2,970
CTC 30 28 06/10/98 134,640 4,760
6~A-
CTC 31 28 06/10/98 135,960 4,810
CTC 32 I-I I4OLD
Test Metho~ Utilized Fracture Regular Cylinders Made By: HG
ASTM C-31.C-39.C-143 {Unless Noted 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)
~ Co,-,~tt].~..a~,~,", l.]lc. ~.ev~.e~ed by: ~~
Ail letters and repa~s are fro' the exclusive use of the client to whom they are a~¥~.ed and shall nm he reprnd~d~viflmm the tull approval of GEE Consultents, Inc. The use of o~t ~ame must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or impected and are n&tnecussartly ~nd~cauve of the quantmes of apparently ~demical or stmflar pradnccn.
· GEOTECHNICAL ENGINEERING
E ·ENVIiONMENTALCONSULTINGI GEE Consultants, Inc.
E I CONSTRUCTION MATERIALS TESTING
J
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 10, 1998 Date Concrete Placed: May 13, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #31
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 6
Project No.: 298-0165
MATERIALS Sour~t ssD Ba,ch w~. INSPECTION DATA
Descripuon (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: 5 ~h Sacks Time Sampled:
Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 76°F
Concrete Range: 85°F
Fine Aggregate: Slump Range (inches): 5lA"
Admixtures: Weather Conditions: Cloudy
I Time Started: 04:00 am
2 Time Completed: 12:00 pm
Added Water: 0 Gallons Sample Air Content (%): 2%
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
04:35 am
05:30 am
20' N. & 20' E. from SW comer
722/1048163
Specimen Measured Age Date Total Load Compressive Strength Remarks
Numar Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln,)
CTC 25 7 05/20/98 t36,300 4,820
CTC 26 28 06/10/98 176,860 6,260
CTC 27 5 V2" 28 06/10/98 177,020 6,260
CTC 28 H HOLD
Test Mell~ds Utiliz~l Fracture aeg.~ Cylinders Made By: HG
ASTM C-31.C-39.C-143 (Unless Noted Otherwise)
Remarks and/or Distnbuti"n:
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)
letters and rtlxx'ts are for thc exclusive use of thc client to whom they ate addressed and shall mx be reprnduce~tbou~ thc full approval of GEE Consultants, Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or impected and are not necessarily indicative of the quantities of ~ently identical or similar preduc~s.