Town Center L1B2-LR 980702· GEOTECHNICAL ENGINEERING
E"I GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 ° Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 2, 1998 Dat' 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 s ..../ SSD Batch Wt$. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: 1" Temperature:
Intermediate Aggregate: Ambient Range: 97°F
Concrete Range: 95°F
Fine Aggregate: Slump Range (inches): 8"
Admixtures: Weather Conditions: Clear
I Time Started: 06:30 am
2 Time Completed: 01:45 pm
Added Water: 0 Gallons Sample Air Content (%}: 4%
Total Cubic Yards Placed: 220
Required Strength (Lbs./sq.in.): 3.500
11:27 am
12:50 pm
Paving - 75' N. & 50' W. of S. Building comer
736/1080404
Spemmen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (itl.) (Da~s) Teated (Lbs.) (Lbs./Sq.in.t
CTC 70 7 07/01/98 78,440 2,770
CTC 71 28 07/22/98
CTC 72 8" 28 07/22/98
CTC 73 H HOLD I
I
Tcst Methods Utilized Fracture Regular Cylinders Made By: VW
ASTM C-3LC-39.C-143 (Unless Nntnd Otherwise)
Remarks and/or Distribution:
cc: Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
I I xx,.,/&
All letters and reports are tbr the exclusive uae of the client to whom they are addressed and sba not be reprodule~tthout the full ap~oval of GEE Cousultam$. Inc. The uae of our ,tame must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are nm mcessarily indicative of the quantities of apparently identical or similar products.
° GEOTECHNICAL ENGINEERING
E GEE Consultants Inc.
I E 'J . CONSTRUCTION MATERIALS TESTING
0046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 2, 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 s .... ~ sso ~a,~ wu. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Fly Ash: Sample Location:
Coarse Aggregate: !" Truck/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.): 3,500
09:56 am
10:40 am
Paving - 175' N. & 100' W. of S. Building
comer
427/1080283
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 66 7 07/01/98 77,900 2,760
CTC 67 28 07/22/98
CTC 68 7" 28 07/22/98
CTC 69 H HOLD
Test Methods 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)
All letters and reports are fo: the exclusive ~e of the client to whom they are addressed and shall not be reproduced wi~l~ the full approval of OEp. Consultants. Inc. The use of o~t rmma must receive
our prior written approval. Our letters and reports apply only to the sample tested and/of in~pected alld are not nervily ledtcatlve of the quatltltlel of apparently identical or similar prodncts.
1· GEOTECHNICAL ENGINEERING
E Consultants, Inc.
IE ]
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 2, 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:
Standant 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 15
Project No.: 298-0165
MATERIALS soiree, SSD .a,ch wu. INSPECTION DATA
Description {Lbs/CuYd)
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Sample Location:
Fly Ash:
Coarse Aggregate: 1" Track/Ticket No:
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 86°F
Concrete Range: 93°F
Admixtures: Slump Range (inches): 6tA"
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: 90
Required Strength (Lbs./sq.in.}: 3,500
07:35 am
08:30 am
Paving - 233' W. & 38' N. of S. Building
coITler
369/1O79950
Specimen Measured Age Date Tolai 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
CTC 64 61/2" 28 07/22/98
CTC 65 H HOLD
Test Methods Utiliz~l Fracture R*gu~ 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 exclusi ..... f c' y P uc~ithot · ·
the henttowhomtbe are addressed and shall noc be re rod itho~ the full aq~'oval of GEE Comultants lnc The use ofour name must rece~ve
our prio¢ written approval. Our letters and reports apply only to tbe sample tested and/or respected and are not recessardy md~catwe ot the quantltms of apparently identical or s~mdat products.
· GEOTECHNICAL ENGINEERING
E 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: July 2. 1998 Date Concrete Placed: June 3, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #31
Panels
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 12
Project No.: 298-0165
so ..... SSD,a~h w~. INSPECTION DATA
MATERIALS >.~.p,,o. (~bs/CuVa~
Mix Number: 9506 Time Sample Batched: 07:59 am
Time Sampled: 08:45 am
Cement: Sample Location: Wall Panel Grid 3 from G-H
Fly Ash: Truck/Ticket No: · 632/1064079
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 76°F
Concrete Range: 88°F
Fine Aggregate: Slump Range (inches): 5~,~''
Admixtures: Weather Conditions: Partly Cloudy
1 Time Started: 05:00 am
2 Time Completed: 10:30 am
Added Water: 15 Gallons Sample Air Content (%): 1.5%
Total Cubic Yards Placed: 110
Required Strength (Lbs./sq.in.): 3,500
sbecimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 49 7 06/10/98 84,240 2,980
CTC 50 28 07/01/98 146,600 5,190
CTC 5 l 5 ]/2" 28 07/01/98 141,540 5,010
CTC 52 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
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)
G~ · 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 2, 1998 Date Concrete Placed: June 3, 1998
Client: Ewing Properties
Project: TOWI1 Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI//31
Panels
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12~
Area 28.27 Square Inches
Concrete Report No.: 11
Project No.: 298-0165
s ..... , ssD ~,,chWa. INSPECTION DATA
MATERIALS ~,ip, io,
Mix Number: 9506 Time Staple Batched: 06:01 am
Time Sampled: 06:45 am
Cement: Sample Location: Panel g4, N.E. comer; N. Wall from B-B.3:
Fly Ash: Top-Bosom
Coarse Aggregate: Tmc~Ticket No: 36211063863
Inte~ediate Agg~gate: Tem~m~:
Ambiem ~ge: 77~F
Fine Aggrega~: Concrete Range: 89~F
Admixtures: Slump Range (inches):
1 Wea~er Conditions: Partly Cloudy
2 Time Smn~: 05:~ am
Added Water: 20 Gallons Time Completed: 10:30 am
Sample Air Content (%): 0.5%
Total Cubic Ya~s Placed: 30
Requi~ Streng~ (Lbs./sq.in.): 3.5~
Specimen Measured Age Date To~al Load Compressive Strength Remarks
Number Slump (in,) (Days) Tested (Lbs.) (LbsJSq.ln.)
CTC 45 7 06/10/98 71,360 2,520
CTC 46 7V2" 28 07/01/98 113,760 4,020
CTC 47 28 07/01/98 116,740 4,130
CTC 48 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31,C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
Superintendent was informed of slump results
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/or inspected and ate n~ oec~,r, atlly Indle.,arlve of the quantities of applltently identical or slntdar prOdL~L~,