Town Center L1B2-LR 980716· 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: July 16, 1998 Date Concrete Placed: July 8, 1998
Client: Ewing Properties
project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix #10
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 20
Project No.: 298-0165
MATERIALS Sou=,, SSD Batch wts. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 953 Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: Truck/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 104°F
Concrete Range: t03°F
Admixtures: Slump Range (inches): 6~A"
I Weather Conditions: Clear
2 Time Started: 07:45 am
Added Water: 15 Gallons Time Completed: 03:15 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 220
Required Strength (Lbs./sq.in.): 3,000
11:20 am
12:40 pm
Paving - 250' E. & 30' S. of SW comer of
building
189/103892
Spectmen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) ;Days) Tested (Lbs.) (Lbs./Sq.ln. I
CTC 82 7 07/15/98 65,780 2,330
CTC 83 28 08/05/98
63,{''
CTC 84 28 08/05/98
CTC 85 H HOLD
Test Methods UIilized Fracture Regular Cylinders Made By: HG
&STM 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 CoppeU (2)
All letters and reports are tbr the exclusive use of the client to wham they are addressed and shall not be reprdduc~ith°ut the 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 ~nspected and ate noCIfecessatdy snd~calsve of the qualltlttes of apparently sdenucal or stmllar products.
-~ · GEOTECHNICAL ENGINEERING
E
·ENVIRONMENTALCONSULTIN'G GEE Consultants, Inc.
EI ® CONSTRUCTION MATERIALST[STING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 o Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 16, 1998 Date Concrete Placed: July 8, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix #1
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 19
Project No.: 298-0165
MATERIALS s .... ,' ssD Be,c, w,,. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 953 Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: 1" Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 97°F
Concrete Range: 101 °F
Admixtures: Slump Range (inches): 5"
I Weather Conditions: Clear
2 Time Started: 07:45 am
Added Water: 20 Gallons Time Completed: 03:15 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 140
Required Strength (Lbs./sq.in.): 3,000
09:50 am
11:20 am
Paving - 150' E. & 20' S. of SW comer of
building
627/17841
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 78 7 07/15/98 67,480 2,390
CTC 79 28 08/05/98
5"
CTC 80 28 08/05/98
CTC 81 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: HG
ASTM C-3'1.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)
~ Comsultaat~, xac. Revie~ b~:
All letters and repons are tm' the exclusive use of the client to whom they .... ddressed and shall not be reproduced ~tlout ~ full approval of GEE Consultants, Inc. The ~se of om' ,..~me must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and ate not necessatfly tnd~cat~ve of the qL~ntttles Of apparently tdenucal or s~mdat products.
· 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: July 16, 1998 Date Concrete Placed: June 17, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell. Texas
Tri Cities Foundation
TXI/Plant #43
Pier Caps
Contractor:
Concrete Supplier and Plant:
Location of Placement:
' Standard 6"xi2"
Area 28.27 Square Inches
Concrete Report No.: 14
Project No.: 298-0165
MATERIALS s .... ,, SSD Batch Wis. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched: [ 1:48 am
Cement: Time Sampled: 12:40 pm
Sample Location: Pier caps: A.3-1 thru K-1
Fly Ash: Track/Ticket No: 641/1075601
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 94°F
Fine Aggregate: Concrete Range: 92°F
Slump Range (inches): 7"
Admixtures: Weather Conditions: Cloudy
l Time Started: 12:00 pm
2 Time Completed: 02:00 pm
Added Water: 0 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3.000
Specimen Measured Age Date Total Load Compressive Strength Remark~
Number Slump (iu.) (Days) Tested (Lbs.) (Lba./Sq.ln.)
CTC 58 7 06/24/98 57,500 2,030 Cylinder end damaged
CTC 59 8 06/25/98 64,840 2,300
CTC 60 7" 28 07/15/98 81,940 2,900 *
CTC 61 56 08/12/98
Test Methods Utilized Fracture Regular Cylinders Made By: DF
ASTM C-31 ,C-39.C- i43 (Unless Noted Otberwise)
Remarks and/or Distribution:
* Notified Paul Johnson of 28-day result - 7/16/98
Will break Hold cylinder at 56-day
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 ~0ut the 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 inspected and are nm necessarily indicative of the quantities of apparently identical nc similar products.
[· GEOTECHNICAL ENGINEERING
El.
ENVIRONMENTAL CONSULTING GEE Consultants, Inc'
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 16, 1998 Date Concrete Placed: July 8, 1998
Client: Ewing Properties
project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix # 1
Paving
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 18
Project No.: 298-0165
MATERIALS sou,=,' SSD Batch Wta. INSPECTION DATA
De$cripuon (Lbs/CuYd)
Mix Number: 953 Time Sample Batched: 08:20 am
Time Sampled: 09:00 am
Cement: Sample Location: Paving - 140' E. & 20' S. of the NE comer of
Fly Ash: Bank building
Coarse Aggregate: 1" Track/Ticket No: 630/17826
Intermediate Aggregate: Temperature:
Ambient Range: 92°F
Fine Aggregate: Concrete Range: 96°F
Admixtures: Slump Range (inches): 5~A"
1 Weather Conditions: Clear
2 Time Started: 07:45 am
Added Water: 20 Gallons Time Completed: 03:15 pm
Sample Air Content (%): 3 %
Total Cubic Yards Placed: 20
Required Strength (Lbs./sq.in.): 3,000
Specimen Measured Age Date To,al Load Compr~$ive Strength Remarl~
Number Slump (ill.) (Days) Tested (Lb~.) (Lbs./Sq. ln.}
CTC 74 7 07/15/98 71,660 2,540
CTC 75 28 08/05/98
CTC 76 51/l - 28 08/05/98
CTC 77 H HOLD
Test Method~ Utilized Fracture Regular Cylinders Made By: HG
ASTM C-31,C-39,C-143 (Unless No'.ed Ofl~erwise)
Remarks and/or Distribution:
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)