ST0502A-LR150121 (2)G1 • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants , Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REPORT OF CONCRETE MIN. OBSERVATION
Report Date: January 21, 2015 Date Concrete Placed: November 18, 2014 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 83
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Pavement North bound
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Descriation (Lbs/CuYd)
Mix Number: 1253
Time Sample Batched:
9:34 AM
Cement:
Time Sampled:
10:15 AM
Fly Ash:
Sample Location:
STA. 2+40
7
Truck / Ticket No:
9020 /1527491
Coarse Aggregate:
Temperature:
FPP 330
Intermediate Aggregate:
Ambient Range:
45 OF
Fine Aggregate:
Concrete Range:
58 OF
Admixtures:
Slump Range (inches):
2.1/4
1
Weather Conditions:
Sunny
2
Time Started:
8:00 AM
Added Water: 0
Time Completed:
6:00 PM
Sample Air Content (%):
3.8
Total Cubic Yards Placed:
300
Fracture Regular
Required Strength (Lbs./sa.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 329
7
11/25/14
101,120
3,580
FPP 330
28
12/16/14
128,540+
4,550+
FPP 331
2.25
28
12/16/14
129,460+
4,580+
FPP 332
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.eom
GEE Consultants, Inc TBPE Firm: F-3212 Reviewed by: I �' k"
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants Inc The use of our name must
receive our prior written approval. Our tetters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
G1 • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: January 21, 2015 Date Concrete Placed: November 18, 2014 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 84
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Pavement North bound STA3+20
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1253
Time Sample Batched:
12:11 PM
Cement:
Time Sampled:
12:45 PM
Fly Ash:
Sample Location:
Sta. 3+20
7
Truck / Ticket No:
5114 /1527763
Coarse Aggregate:
Temperature:
FPP 334
Intermediate Aggregate:
Ambient Range:
56 OF
Fine Aggregate:
Concrete Range:
58 OF
Admixtures:
Slump Range (inches):
2.25
1
Weather Conditions:
Clear
2
Time Started:
8:00 AM
Added Water: 0
Time Completed:
6:00 PM
Sample Air Content (%):
4.0
Total Cubic Yards Placed:
110
Fracture Regular
Rennired Strentith (Lbs./sa.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
'Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 333
7
11/25/14
132,700
4,690
FPP 334
28
12/16/14
133,720+
4,730+
FPP 335
2.25
28
12/16/14
137,060+
4,850+
FPP 336
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
e
GEE Consultants, Inc.TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without 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 observed and are not necessarily indicative of the quantities of apparently identical or similar products.
G1 • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: January 21, 2015 Date Concrete Placed: November 18, 2014 Standard 6"x12" Cylinders
Client' City of Coppell. Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 85
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #I 10
Location of Placement: Pavement North bound
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1253
Time Sample Batched:
1:34 PM
Cement:
Time Sampled:
3:15 PM
Fly Ash:
Sample Location:
Sta. 4+20
7
Truck / Ticket No:
5114 /1527763
Coarse Aggregate:
Temperature:
FPP 338
intermediate Aggregate:
Ambient Range:
57 OF
Fine Aggregate:
Concrete Range:
62 OF
Admixtures:
Slump Range (inches):
2.5
1
Weather Conditions:
Clear
2
Time Started:
8:00 AM
Added Water: 0
Time Completed:
6:00 PM
Sample Air Content N:
3.8
Fracture Regular
Total Cubic Yards Placed:
200
(Unless Noted Otherwise)
Do ....o4 Ctr nnth (i he /en in
)- iFnn
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 337
7
11/25/14
107,620
3,810
FPP 338
28
12/16/14
129,540+
4,580+.
FPP 339
2.5
28
12/16/14
129,700+
4,590+
FPP 340
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando- - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@edbuilderspr.com
GEE Consultants, Inc TBPE Firm: F-3212 Reviewed by ( c.
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without 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 observed and are not necessarily indicative of the quantities of apparently identical or similar products.
-INICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive + Dallas, Texas 75229 • (214) 352-5433 ® Fax (214) 352-6972
Report Date:
January 21, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor:
CD Builders Inc.
Concrete Supplier and Plant:
Argos #110
Location of Placement:
Slab Bridge Stagel(ION'of abudamentl)
November 25, 2014 Standard 6"xt2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 91
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
1251 Time Sample Batched: 9:57 AM
Time Sampled: 10:30 AM
Sample Location: 10`N of abudamentl
Truck / Ticket No: 3041 /1532592
Temperature:
Ambient Range:
56 OF
Concrete Range:
62 OF
Slump Range (inches):
4
Weather Conditions:
Sunny
Time Started:
8:30 AM
Time Completed:
6:00 PM
Sample Air Content (%):
3.8
Total Cubic Yards Placed:
20
Recntire.cl Strength (Lbs./sa.in.):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 361
7
12/2/14
118,340
4,190
FPP 362
28
12/23/14
127,340+
4,500+
FPP 363
4
28
12/23/14
130,000+
4,600+
FPP 364
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc
TBPE Firm: F-3212 Reviewed
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without 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 observed and are not necessarily indicative of the quantities of apparently identical or similar products.
G1 * GEOTECHNICAL ENGINEERING
E I * ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: January 21, 2015 Date Concrete Placed: November 25, 2014 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 92
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #105
Location of Placement: Slab Bridge Stage I
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1251
Time Sample Batched:
2:20 PM
Cement:
Time Sampled:
2:50 PM
Fly Ash:
Sample Location:
Slab Bridge stage 1(30's of
Coarse Aggregate:
12/2/14
abudament 4)
Intermediate Aggregate:
Truck I Ticket No:
4005 /1532906
Fine Aggregate:
Temperature:
12/23/14
128,380+
Ambient Range:
65 OF
Admixtures:
Concrete Range:
66 OF
I
Slump Range (inches):
3.5
2
Weather Conditions:
Sunny
Added Water: 0
Time Started:
8:30 AM
Time Completed:
6:00 PM
Fracture Regular
Sample Air Content (%):
3.6
(Unless Noted Otherwise)
Total Cubic Yards Placed:
130
Rennired Strength (Lhs./so.in.):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 365
7
12/2/14
122,120
4,320
FPP 366
28
12/23/14
128,380+
4,540+
FPP 367
3.5
28
12/23/14
129,380+
4,580+
FPP 368
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without 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 observed and are not necessarily indicative of the quantities of apparently identical or similar products,
G1 * GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date: January 21, 2015 Date Concrete Placed: November 26, 2014 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 93
Contractor: CID Builders Inc. Project No.: 214-0144
Concrete Supplier, and Plant: Argos #110
Location of Placement: Bike Trail
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1049
Time Sample Batched:
Cement:
Time Sampled:
Total Load
(Lbs.)
Sample Location:
Fly Ash:
Truck / Ticket No:
Coarse Aggregate:
Temperature:
Intermediate Aggregate:
Ambient Range:
Fine Aggregate:
Concrete Range
Admixtures:
Slump Range (inches):
I
Weather Conditions:
2
Time Started:
Added Water: 0
Time Completed:
127,820+
Sample Air Content (%):
FPP 372
Total Cubic Yards Placed:
Hold
Reauired Strength (Lbs./sq
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
FPP 369
7
12/3/14
93,320
3,300
FPP 370
28
12/24/14
114,640+
4,060+
FPP 371
61/2
28
12/24/14
127,820+
4,520+
FPP 372
Hold
Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39, 0-143 (Unless Noted Otherwise
Remarks and/or Distribution:- None
11:26 AM
12:40 PM
Bike Trail 200'N of Bridge
5120 /1533799
63 OF
65 OF
4
Sunny Clear
9:00 AM
3:00 PM
3.3
20
3600
Remarks
cc: Rick Odell <ROdell@coppelltx.90v>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b
� y �-L
, .
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without me full approval of GEE Consultantspar
enIncThe use of our name must
receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of aptly identical or similar products.
LGEOTECHNICAL ENGINEERIN2
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date:
January 21, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor:
CD Builders Inc.
Concrete Supplier and Plant:
Argos #105
Location of Placement:
Bridge Stages
December 1, 2014 Standard 6°x12° Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 94
Project No.: 214-01.44
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
1083 Time Sample Batched: 1:20 PM
Time Sampled: 2:10 PM
Sample Location: Rail Post Bottom Footing
Truck / Ticket No: 7098 /1534602
Temperature:
Ambient Range: 44 OF
Concrete Range: 59 OF
Slump Range (inches):
Weather Conditions: Fair
Time Started: 1:00 PM
0 Time Completed: 4:15 PM
Sample Air Content (%): 3.8
Total Cubic Yards Placed: 7+2=9
Rnn,,;rarl 4tranoth (l.hc /cn in ). 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
"Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 373
7
12/8/14
120,860+
4,280+
FPP 374
28
12/29/14
128,880
4,560
FPP 375
28
12/29/14
121,440+
4,300+
FPP 376
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C`-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc TBPE Firm• F-3212 Reviewed
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants Inc The use o our name must
receive our prior written approval. our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
G • GEOTECHNICAL ENGINEERING
G • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
1fJ• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: January 21, 2015 Date Concrete Placed: December 02,2014 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 95
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Inlet top and wall STA+45;STA2+45;STA7+17.biketrail STAI9+00tol9+10
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
RPnidrPrl Strength (Lbs./so.m.)
12:45 AM
1:30 PM
STa5+45;STA2+45;STA7+17;
STA 19+00to 19+10
9024 /1535120
43 OF
58 OF
4
Sunny
10:00 AM
3:00 PM
4.8
10
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 377
7
12/9/14
101,060
3,580
FPP 378
28
12/30/14
128,060+
4,530+
FPP 379
4
28
12/30/14
132680+
4,690+
FPP 380
Hold
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <RCldell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants Inc The use of our name must
receive our prior written approved. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
G1 * GEOTECHNICAL ENGINEERING
E 1 9 ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date:
January 21, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor:
CD Builders Inc.
Concrete Supplier and Plant:
Argos 4 105
Location of Placement:
Curve inlet
December 3, 2014 Standard 6"xI2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 96
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
1083 Time Sample Batched: 9:35AM
Time Sampled: 9:50AM
Sample Location: STA2+45;STA5+45;STA7+17
Truck / Ticket No: 7098 /1535834
Temperature:
Ambient Range:
53 OF
Concrete Range:
62°F
Slump Range (inches):
43/4
Weather Conditions:
Cloudy
Time Started:
7:45 AM
Time Completed:
3:30 PM
Sample Air Content
5.2
Total Cubic Yards Placed:
10
Reauired Strenath (Lbs./sq.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 381
7
12/10/14
121,200
4,290
FPP 382
28
12/31/14
127,500+
4,510+
FPP 383
43/4
28
12/31/14
128,260+
4,540+
FPP 384
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
_
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc-com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: 11 '*�' "'
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, the The use of our name must
receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
• GEOTECHNICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX. OBSERVATION
Report Date:
January 19, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor:
CD Builders Inc.
Concrete Supplier and Plant:
Argos #110
Location of Placement:
Pavement
December 8, 2014 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 99
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Time Sample Batched:
9:45 AM
Time Sampled:
10:30 AM
Sample Location:
Driveway 10 N. bound of
Remarks
median crossing
Truck / Ticket No:
7098/ 1539036
Temperature:
121,160+
Ambient Range:
51 °F
Concrete Range:
65 OF
Slump Range (inches):
4.5
Weather Conditions:
Cloudy
Time Started:
9:00 AM
Time Completed:
6:45 PM
Sample Air Content (%}:
3.8
Total Cubic Yards Placed:
50
Required Strength (Lbs./sq.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 393
7
12/15/14
121,160+
4,290+
Bridge, Stage I
FPP 394
28
1/5115
145,920+
5,160+
Large Pilaster
4'S
FPP 395
28
1/5/15
145,200+
5,140+
FPP 396
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without 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 observed and are not necessarily indicative of the quantities of apparently identical or similar products.
INICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date:
January 19, 2015 Date Concrete Placed: December 8, 2014 Standard 6"x12" Cylinders
Client:
City of Coppell
Project:
Freeport Pkwy from Ruby Rd. to Sandy
Cylinder
Lake Rd.
Cross-sectional Area: 28,27 Square inches
Contractor:
CD Builders Inc.
Concrete Report No.: 100
Concrete Supplier and
Plant: Argos #110
Project No.: 214-0144
Location of Placement:
Pavement
MATERIALS
Source / SSD Batch Wts.
Description (Lbs/CuYd)
OBSERVATION DATA
Mix Number:
1273
Time Sample Batched:
4:05 PM
Cement:
Time Sampled:
4:40 PM
Fly Ash:
Sample Location:
Driveway 10 S. bound of
Coarse Aggregate:
median crossing, Inlet Sta.
Intermediate Aggregate:
13+20
Fine Aggregate:
Truck / Ticket No:
5094 /1539455
Admixtures:
Temperature:
I
Ambient Range:
55 OF
2
Concrete Range:
65 OF
Added Water:
0
Slump Range (inches):
4.25
Weather Conditions:
Cloudy
Time Started:
9:00 AM
Time Completed:
6:45 PM
Sample Air Content (%):
4.8
Total Cubic Yards Placed:
110
Re uired Strength (Lbs./sq.in.):
3600
Specimen
Measured
AgeDate
Total Load
Compressive Strength
Number
Slump (in.)
Days))
"sT
T
Tested
(Lbs.)
(Lbs./Sq.1n.)
Remarks
FPP 397
7
12/15/14
—147,240
5,210
FPP398
425
28
115115
161,900+
5,730+
FPP 399
.
28
115115
163,200+
5,770+
FPP 400
H
Hold
Test Methods
Utilized
Fracture Regular
ASTM C-31, C-39, C -143A
(Unless Noted Otherwise)
Cylinders Made By: CP
�
Remarks and/or Distribution:- None
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mbolmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: (��_ -
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must
receive out prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.