Town Center L1B2-LR 980722 · GEOTECHNICAL ENGINEERING
E
· GEE Consultants, Inc.
E · CONSTRUCTION MATERIALS T£STING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 22, 1998 Date Concrete Placed: June 24, 1998
Client: Ewing Properties
project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI/Plant #31
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 17
Project No.: 298-0165
MATERIALS ~ou,~, ssD ~a,nh ~t,. INSPECTION DATA
Descripuon {Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: 1" Temperature:
Intermediate Aggregate: Ambient Range: 97°F
Concrete Range: 95°F
Fine Aggregate: Slump Range (inches): 8"
Admixtures: Weather Conditions: Clear
1 Time Started: 06:30 am
2 Time Completed: 01:45 pm
Added Water: 0 Gallons Sample Air Content (%}: 4%
Total Cubic Yards Placed: 220
Required Strength (Lbs./sq.in.): 3.000
11:27 am
12:50 pm
Paving - 75' N. & 50' W. of S. Building comer
736/1080404
Sp~elmen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Te~ted (Lbs.) (Lbs./Sq.ln.!
CTC 70 7 07/01/98 78,440 2,770
CTC 71 28 07/22/98 105,640 3,740
CTC 72 8" 28 07/22/98 1 ! 1,660 3,950
CTC 73 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: MW
ASTM C-31,C-39,C-143 {Unless Noted Otberwisel
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)
our prior' written approval. Our letters and reports apply only to the sample tested and/o~ inspected and are ~tly ~ndieatwe ot the qualltltle$ of apparontly identical el' similar products.
GEOTECHNICAL ENGINEERING
* 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: July 22, 1998 Date Concrete Placed: June 24, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI/Plant #31
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 16
Project No.: 298-0165
MATERIALS Souree~ SSO,,~h Wts. INSPECTION DATA
Description {Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: I" Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 97°F
Concrete Range: 90°F
Admixtures: Slump Range (inches): 7"
1 Weather Conditions: Clear
2 Time Started: 06:30 am
Added Water: 0 Gallons Time Completed: 01:45 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 160
Required Strength (Lbs./sq.in.): 3,000
09:56 am
10:40 am
Paving - 175' N. & 100' W. of S. Building
corner
427/1080283
Specimen Mcusured Age Dam Tmal Load Compressive Strength Remarks
Number Slump {in3 (Days) Tested {Lbs.) (Lbs./Sq.ln.)
CTC 66 7 07/01/98 77,900 2,760
CTC 67 28 07/22/98 96,880 3,420
CTC 68 7" 28 07/22/98 98,800 3,490
CTC 69 H HOLD
Test Mefl~ods Utilized Fracture Regular Cylinders Made By: HG
ASTM C-3[,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)
~..OI].~lZ].l:='m,t:l, Z.l~e.;.ev:L,m~l by: . ~ ~
All letters and reports are tbr the exclusive usc of the client to whom they are addressed and shall not be rqxod~i'thous the full appr~,'al of GEE Consuhants, Inc. The use of our tame must receive
~ur prior writlen approval. Our letters and repons apply only to the sample tested and/or inspected and are noTnecnssardy Indicative of [he quantlues of apparently identical or similar ptgx:luct, s.
· GEOTECHNICAL ENGINEERING
EI· GEE Consultants, Inc.
lEI CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas '75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 22, 1998 Date Concrete Placed: June 24, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI/Plant #31
Paving
Contractor:
Concrete Supplier and Plant:
Loca~on of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 15
Project No.: 298-0165
MATERIALS s .... , ssD 8a~h ~. INSPECTION DATA
Descripnon (Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: 1" Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 86°F
Concrete Range: 93°F
Admixtures: Slump Range (inches): 6tA"
I Weather Conditions: Clear
2 Time Started: 06:30 am
Added Water: 0 Gallons Time Completed: 01:45 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 90
Required Strength (Lbs./sq.in.): 3,000
07:35 am
08:30 am
Paving - 233' W. & 38' N. of S. Building
CoFller
369/1079950
Specimen Measured Age Dam To~d Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.} (Lbs./Sq.ln.)
CTC 62 7 07/01/98 88,420 3,130
CTC 63 28 07/22/98 112,060 3,960
CTC 64 61/z" 28 07/22/98 107,740 3,810
CTC 65 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 Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced wil~llut ~ full appawal or'GEE Cousultants. Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/ur ]nspectnd and are not neceesartly md~catnte of the quantities of npparontly ~dentical or simflur products.