ST0502A- LR150527 (2)iNICAL ENGINEERING
VIRONMENTAL CONSULTING
# CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Measured
Slump (in.)
Report Date:
May 27, 2015
Date Concrete Placed: April 24, 2015
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.: 180
Contractor:
CD Builders Inc.
Project No.: 214-0144
Concrete Supplier and Plant:
Argos #110
6,010+
Location of Placement:
Inlet Curl)
28
5/22/15
MATERIALS
Source /
SSD Batch Wts. OBSERVATION DATA
FPP 696
Description
(Lbs/CuYd)
I
Mix Number:
1273
Time Sample Batched:
7:22 AM
Cement:
ASTM C-31, C-39, C-143
Time Sampled:
8:0 AM
Fly Ash:
Sample Location:
Inlet Curb STA. 13+70; Decel
Coarse Aggregate:
Lane North Bound STA. 8+20
Intermediate Aggregate:
to 9+00
Truck / Ticket No:
1038 /1604387
Fine Aggregate:
Temperature:
A
Admixtures:
Ambient Range:
65 OF
I
Concrete Range:
72 OF
2
Slump Range (inches):
4.0
Added Water:
0
Weather Conditions:
Cloudy
Time Started:
7:00 AM
Time Completed:
12:15 PM
Sample Air Content (%):
3.8
Total Cubic Yards Placed:
10+50
Recluired Strenath (Lbs./sci.in.): 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 693
7
511115
126,160
4,460
FPP 694
28
5/22/15
170,020+
6,010+
FPP 695
4.0
28
5/22/15
179,600
6,350
FPP 696
H
Hold
I
I
Test Methods Utilized
Fracture Regular
I
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: 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. T13PE 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.
* ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
I* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 41 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: May 27, 2015 Date Concrete Placed: April 27, 2015 Standard 6"x:12" 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.: 181
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Pavement Median Crossing STA. 12+10 to 12+70
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273 Time Sample Batched: 7:20 AM
Cement:
Time Sampled:
6:23 AM
Fly Ash:
Sample Location:
Pavement Median Crossing
Coarse Aggregate:
FPP 697
STA. 12+10 to 12+70
Intermediate Aggregate:
Truck / Ticket No:
5046 /1604785
4,420
Temperature:
FPP 698
Fine Aggregate:
Ambient Range:
64 OF
Admixtures:
Concrete Range:
78 OF
FPP 699
Slump Range (inches):
3.0
2
Weather Conditions:
Cloudy
Added Water: 5 Gallon
Time Started:
7:00 AM
H
Time Completed:
11:00 AM
Sample Air Content
4.0
Fracture Regular
Total Cubic Yards Placed:
10
(Unless Noted Otherwise)
Rennired S,trenoth (Lhs./so.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 697
7
5/4/15
124,960
4,420
FPP 698
28
5/25/15
143,460+
5,070+
FPP 699
3.0
28
5/25/15
149,340
5,280
FPP 700
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CPI
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: 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
C-EEonsultants9 Inc. TBPE Firm: F-3212
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be
receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed
Reviewed b,
oduced without the full approval of GEE Consultants, Inc. The use of our name must
are not necessarily indicative of the quantities of apparently identical or similar products.
G • GEOTECHNICAL ENGINEERING
E] # ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
J1* CONSTRUCTION MATERIALS TESTING #
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
Report Date: May 27, 2015 Date Concrete Placed: May 15, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 198
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 1.10
Location of Placement: Slab
MATERIALS Source f, SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273 Time Sample Batched: 8:30 AM
0 10 AAA
Cement:
I Ime Sampled:
Age
(Days)
Fly Ash:
Sample Location:
Slab, in front of drive way - 7
Remarks
Truck / Ticket No:
7098/1613950
Coarse Aggregate:
Temperature:
130,320+
Intermediate Aggregate:
Ambient Range:
73 OF
Fine Aggregate:
Concrete Range:
80 OF
Admixtures:
Slump Range (inches):
4.0
1
Weather Conditions:
Cloudy
2
Time Started:
8:00 AM
Added Water: 0
Time Completed:
2:30 PM
H
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
Fracture Regular
P--rPrI Otron(yth (l.h-, I -w in
)- 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 757
7
5/22/15
130,320+
4,610+
FPP 758
28
6/12/15
FPP 759
4.0
28
6/12/15
FPP 760
H
Hold
Test Methods Utilized
T
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C- 143
_(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: ROdeli@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,
INICAL ENGINEERING
VIRONMENTAL CONSULTING
9 CONSTRUCTION MATERIALS TESTING
.A--
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
"I'ST131 M1 � � � � 1 1 ill
Report Date;
May 27, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Free port Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor:
CD Builders
Concrete Supplier and Plant:
Agros 110
Location of Placement:
Pavement
May 15, 2015
Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 199
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1251 Time Sample Batched: Ot'll ANA
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
Time Sampled:
Sample Location:
10:15 AM
Pavement, bike trail on the
bridge
Truck / Ticket No: 4070/1613992
Temperature:
Measured
Slump (in.)
Ambient Range:
74 OF
Concrete Range:
81 OF
Slump Range (inches):
3.75
Weather Conditions:
Cloudy
0 Time Started:
8:00 AM
Time Completed:
2:30 PM
Sample Air Content
3.4
Total Cubic Yards Placed:
10
Required Strength in
)- 4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 761
7
5/22/15
130,560+
4,620+
FPP 762
28
6/12/15
3.75
FPP 763
28
6/12/15
FPP 764
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: CP
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: 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: tluyando@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 fliey 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 GEE Consultants, Inc.
E 9 CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 41 (214) 352-5433 0 Fax (214) 352-6972
Report Date: May 27, 2015 Date Concrete Placed: May 18, 2015 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 200
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros I 11
Location of Placement: Drive Way -3; Bike Trail
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273 Time Sample Batched: 9:20 AM
Cement: Time Sam lert 10 It) AAA
Fly Ash:
Sample Location:
Drive Way -3; Bike Trail STA.
Coarse Aggregate:
Total Load
(Lbs.)
14+50 to STA.15+60. Intel Top
Intermediate Aggregate:
FPP 765
STA. 14+96. Right Bound 10'
Fine Aggregate:
51220115
W. of N. Bound
Admixtures:
Truck / Ticket No:
4035/1614455
4.0
Temperature:
5/25/15
1
Ambient Range:
78 OF
2
Concrete Range:
84 OF
Added Water: 0
Slump Range (inches):
4.0
Weather Conditions:
Partly Cloudy
28
Time Started:
8:15 AM
Time Completed:
2:30 PM
Fracture Regular
Sample Air Content (%):
3.4
(Unless Noted Otherwise)
Total Cubic Yards Placed:
10
Required Strength (Lbs./sa.in.):
3600
Specimen
Number
Measured
Slump (in)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 765
2
51220115
121,540
4,300
FPP 766
4.0
7
5/25/15
132,700
4,690
FPP 767
28
6/15/15
FPP 768
1
28
6/15/15
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: CP
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: ROdcll@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, he use ofour 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
E ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX. OBSERVATION
Measured
Slump (in.)
Report Date:
May 27, 2015 Date Concrete
Placed: May 15, 2015
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Free port Pkwy from Ruby Rd. to Sandy Lake Rd.
Concrete Report No.: 201
Contractor:
CD Builders
FPP 770
Project No.: 214-0144
Concrete Supplier and Plant:
Agros 110
Location of Placement:
Columns - Traffic Pedestrian Rail
4.0
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Description (Lbs/CuYd)
28
Mix Number:
12'51
Time Sample Batched:
12:30 PM
Cement:
Time Sampled:
1:00 PM
Fly Ash:
Sample Location:
Small Columns - Pedestrian Rail
Coarse Aggregate:
Cylinders Made By: CP
I
Truck / Ticket No:
5046/1614579
Intermediate Aggregate:
Temperature:
Ambient Range:
84 OF
Fine Aggregate:
Concrete Range:
94 OF
Admixtures:
Slump Range (inches):
4.0
Weather Conditions:
Sunny
2
Time Started:
8:15 AM
Added Water:
0
Time Completed:
2:30 PM
Sample Air Content
3.8
Total Cubic Yards Placed:
2.5
Re mired Rtrenoth (Lhq_/sn_in_)-
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 769
7
5/25/15
106,640
3,770
FPP 770
28
6/15/15
4.0
FPP 771
28
6/15/15
FPP 772
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: 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
17
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.
G e GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E a CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: May 27,' 2015 Date Concrete Placed: May 19, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 202
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 110
Location of Placement: Paving Stamped Concrete
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1043 Time Sample Batched: 10:21 AM
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
I
2
Added Water: 0
Time Sampled: 10:50 1-kivi
Sample Location: Stamped Concrete STA, 32+30
to 32+80
Truck / Ticket No: 4035/1614991
Temperature:
Ambient Range:
74 OF
Concrete Range:
89 OF
Slump Range (inches):
4.0
Weather Conditions:
Cloudy
Time Started:
10:00 AM
Time Completed:
12:15 PM
Sample Air Content (%):
3.2
Total Cubic Yards Placed:
10
Rpnidrp.d 15',trp.noth
3000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 773
7
5/26/15
111,280
3,940
FPP 774
28
6/16/15
4.0
FPP 775
28
6/16/15
FPP 776
HHold
.
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution - None
cc: Mr, Rick Odell - City of Coppell via E-mail: 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,' lm5.The usebf 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,