Town Center L1B2-LR 980810· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING
El
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: August 10. 1998 Date Concrete Placed: July 13. 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell. Texas
Tri Cities Foundation
Texas Industries #41
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 23
Project No.: 298-0165
MATERIALS .~ ..... , SSD,a~h w... INSPECTION DATA
Descripuon (Lbs/CuYd)
Mix Number: Time Sample Batched: 11:04 am
Cemem: Time Sampled: 11:50 am
Sample Location: Paving - 25' W. of SE comer of building
Fly Ash: Truck/Ticket No: 472/1091614
Coarse Aggregate: 1" Temperature:
Intermediate Aggregate: Ambient Range: 90°F
Concrete Range: 95°F
Fine Aggregate: Slump Range (inches): 4lA"
Admixtures: Weather Conditions: Partly Cloudy
I Time Started: 07:00 am
2 Time Completed: 01:30 pm
Added Water: 40 Gallons Sample Air Content (%): 4%
Total Cubic Yards Placed: 270
Required Strength (Lbs./sq.in.): 3,000
Sbec.ven Measured Age Date To~.al Load Compressive Strength Remarks
Number Slump (in.) (Days) Tesled (Lbs.) (Lbs./Sq,ln.)
CTC 94 7 07/20/98 76,660 2,710
CTC 95 28 08/10/98 104.160 3.680
CTC 96 41/~ - 28 08/10/98 104,820 3,710
CTC 97 H HOLD
T~st Mefl~ds Utilized Fracture Rcgulat Cylinders Made By: AS
ASTM C-31.C-39.C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
* Superintendent informed of slump
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 lelters and reports are for the exclusive uae of the client to whom they ate addressed and shall not be vtiahout the full ~ of GEE Comultan~, Inc. The use of out mune must receive
out' priol' written approval. Our letters and reports apply only r~ the sample tested and/or ip.~pec~d and ate not rec~ssarily indicative of ~le quamities of aRoatel~Jy idenlicai or similar products.
· GEOiECHNICAL ENGINEERING .
EI GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: August 10, 1998 Date Concrete Placed: July 13, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Texas Industries #41
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x 12"
Area 28.27 Square Inches
Concrete Report No.: 22
Project No.: 298-0165
MATERIALS s ..... SSD ~,t~,, wa. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 8204 Time Sample Batched: 09:02 am
Cement: Time Sampled: 09:55 am
Fry Ash: Sample Location: Paving - 75' W. & 25' N. of NE corner of
building
Coarse Aggregate: 1" Truck/Ticket No: 715/1091371
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 86°F
Concrete Range: 94°F
Admixtures: Slump Range (inchesl: 6tA"
I Weather Conditions: Partly Cloudy
2 Time Started: 07:00 am
Added Water: 0 Gallons Time Completed: 01:30 pm
Sample Air Content ( %): 1%
Total Cubic Yards Placed: 180
Required Strength (Lbs./sq.in.): 3,000
I
Measured Age Date I To{al Load Compressive Strength
Remarks
Number Slump {in.) (Da)~) Tested[ (Lbs.) (Lbs.lSq.ln.!
CTC 90 7 07/20/98 64,340 2,280
CTC 91 28 08/10/98 84,840 3,000
CTC 92 61/2" * 28 08/10/98 88,020 3,110
CTC 93 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31,C-39,C-143 (Unless Noted Other. vise)
Remarks and/or Distribution:
* Superintendent informed of slump
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 arc for the exclusive usc of the client to whom they are addressed and shnll not be reprod~ without the fidl aplnoval m GEE Comultan~, Ira. The uae of our ~ame mua~ recetve
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and areql[x neceaaattly mdw. am, eot the quantities ol al~aarenl~y iderltJCal of stmdar products.
· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING GEE Consultants Inc.
E[ · CONSTRUCTION MATERIALS TESTING
0046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: August 10, 1998 Date Concrete Placed: July 13, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Texas Industries #41
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 21
Project No.: 298-0165
MATERIALS Souse? SSO Batch ~ts. INSPECTION DATA
Descriptim'~ (Lbs/CuYd)
Mix Number: 8204 Time Sample Batched: 07:26 am
Cement: Time Sampled: 08:15 am
Fly Ash: Sample Location: Paving - 90' W. & 15' N. of NE coruer of
building
Coarse Aggregate: [" Truck/Ticket No: 716/1091217
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 84"F
Concrete Range: 94°F
Admixtures: Slump Range (inches): 5 th"
1 Weather Conditions: Partly Cloudy
2 Time Started: 07:00 am
Added Water: 0 Gallons Time Completed: 01:30 pm
Sample Air Content (%): 1.5%
Total Cubic Yards Placed: 110
Required Strength (Lbs./sq.in.): 3,000
Specimen Measured Age Date To~al Load Compulsive Strength Remarks
Number Slump (ill.) (Days) Tested (Lb.) 0.~./Sq. ln.)
CTC ,86 7 07/20/98 74,660 2,640
CTC 87 28 08/10/98 96,780 3,420
CTC 88 5 ½" 28 08/10/98 88,480 3,130
CTC 89 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31.C-39.C-143 IUnl~s 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 tim client to whom they are addressed and shall not be mprod~ ~ithout the full ql~ of GEE Consult. ams. InF. The faa of oar name mast r~etv~
our prior written approval. Our letters and reports apply only to the sample tested and/or impected and are n~:essartly tndmatlve ~' the qtJantltlus of apfmmntly idemical or similar pt"oducts.