Town Center L1B2-LR 980619· GEOTECHNICAL ENGINEERING
E ' ' N¥'RON NT^L ON$ mN GEE Consultants, Inc.
EI · CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date:
Client:
Project
Identification
Method of Test
June 19, 1998
Ewing Properties
Town Center Shopping - Coppell, Tx.
Reinforcing Steel Inspection
Visual Inspection
Test Date: June 17, 1998
General Report No.: 10
Project No.: 298-0165
Page 1 of 1
Results
On June 17, 1998, reinforcing steel was inspected at the following locations:
Pier Caps: A.3-1 thru K-1
There were no discrepancies.
Tech: DF
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 Coppel, (2,
· GEOTECHNICAL ENGINEERING
El. GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 ° Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 19, 1998 Date Concrete Placed: June 12, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix/Plant/910
Panels
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 13
Project No.: 298-0165
MATERIALS ~ree, ssD aa~. wts. INSPECTION DATA
Descripnon (Lbs/CuYd)
Mix Number: 645 Time Sample Batched:
Time Sampled:
Cement: Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: 1" Temperature:
Intermediate Aggregate: Ambient Range: 101°F
Concrete Range: 107°F
Fine Aggregate: Slump Range (inches): 6~"
Admixtures: Weather Conditions: Clear
I Time Started: 12:30 pm
2 Time Completed: 04:00 pm
Added Water: 20 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
12:20 pm
01:10 pm
Panels - # 1.3,11,13,16,17.19,21 & 24
126/102678
Specimen Measured Age Date Total Lead Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 53 7 06/19/98 86,740 3,070
CTC 54 10 06/22/98
CTC 55 6~A" 28 07/10/98
CTC 56 28 07/10/98
CTC 57 H HOLD
Test Me,hods 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 Qmgg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
ve use of the chent to whom tbe are addressed and shail no~ be re rod tthout the full approval of GEE Consultants Inc Tbe use of our name must recelve
A etters and reports are for thc exclasi ' y p uc~itbo ...... , . . .. .
our prior written approval. Om' letters and reports apply only to the sample tested and/or respected and are not necessarily ~ndtcar~ve of the quant~ttes of apparendy ~dendcal or s~mdar products.
· GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 19, 1998 Date Concrete Placed: May 21, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #41
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12'
Area 28.27 Square Inches
Concrete Report No.: 10
Project No.: 298-0165
MATERIALS s ..... , ssD ~t~, wu. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 94°F
Concrete Range: 91°F
Admixtures: Slump Range (inches): 5~
I Weather Conditions: Hazey
2 Time Started: 01:30 pm
Added Water: 0 Gallons Time Completed: 03:15 pm
Sample Air Content (%): N/A
Total Cubic Yards Placed: 20
Required Strength (Lbs./sq.in.): 3,000
01:57 pm
02:30 pm
125' W. of Y up on SE Retainer Wall(From
East fire hydram)
806/1056834
I
Specimen
Measured Age Date I Total Load Compressive Strength
Remarks
Number Slump {in.) iDaysi Tested] (Lbs.) (Lbs./Sq. ln.)
CTC 41 7 05/28/98 91,500 3,240
CTC 42 28 06/18/98 136,740 4,840
5"
CTC 43 28 06/18/98 133,340 4,720
CTC 44 H HOLD
Test Metheds Utilized Fracture Regular Cylinders Made By: DF
ASTM C-3l.C-39,C-143 (Unless No,ed 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)
ram comm.l, tant., lac.
All letters and reporu are tor the exclusive usc of the client to whom they are addressed and shall not be ~thout the full approval of GEE Consultants, Inc. The ~e of our name must ~ce~ve
our prior written approval. Our letters and reports apply only to the sample ms[ed and/or mpectnd and are not r/:ceasla'ily ~ndicative of the quantities of apparently ident~ual of similar producte.