ST0502A- LR150608G1 # 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 Date:
June 8, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor:
CD Builders
Concrete Supplier and Plant:
Agros 125
Location of Placement:
Paving - Decel lane and median crossing
May 7, 2015
Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 192
Project No.: 214-0144
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Date
Tested
Mix Number:
1273
Time Sample Batched:
10:28 AM
Cement:
7
Time Sampled:
11:20 AM
Fly Ash:
Sample Location:
Paving - Decel lane and median
Coarse Aggregate:
6/4/15
141,200+
crossing, STA. 21+00 to 19+00
FPP 735
Truck / Ticket No:
3555/1611446
Intermediate Aggregate:
142,340+
Temperature:
Fine Aggregate:
Ambient Range:
71 OF
Admixtures:
Concrete Range:
80 OF
I
Cylinders Made By: CP
Slump Range (inches):
4.25
2
Weather Conditions:
Cloudy
Added Water:
0
Time Started:
9:00 AM
Time Completed:
5:30 PM
Sample Air Content
3.6
Total Cubic Yards Placed:
10
Reauired Strength (Lbs./sq.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 733
7
5/14/15
130,220+
4,610+
FPP 734
28
6/4/15
141,200+
4,990+
FPP 735
4.25
28
6/4/15
142,340+
5,040+
FPP 736
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. 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, 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 I - GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date: June 8, 2015 Date Concrete Placed: May 7, 2015 Standard 6"xI2" 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.: 193
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 125
Location of Placement: Paving Median Crossing
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
Time Sampled:
Sample Location:
2:41 PM
3:20 PM
Paving Median Crossing,
North Half STA. 21+00 to
19+00
Truck / Ticket No: 3551/1611659
Temperature:
Ambient Range:
82 OF
Concrete Range:
82 OF
Slump Range (inches):
6.25
Weather Conditions:
Mostly Cloudy
Time Started:
9:00 AM
Time Completed:
5:30 PM
Sample Air Content (%):
3.2
Total Cubic Yards Placed:
110
Re uired Strength (Lbs./sq.in
): 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 737
7
5/14/15
114,180
4,040
FPP 738
28
6/4/15
132,600+
4,690+
FPP 739
6.25
28
6/4/15
135,340
4,790
FPP 740
H
Hold
Test Methods Utilized
Fracture Regular
1
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 GEF Consultants, Inc. The use of our name must
indicative of the quantities of appalentIN identical or similar moduct�
receive our prior written approval, Our letters and reports apply only to the sample tested and/or observed and are not necessarily
-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:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
June 8, 2015 Date Concrete Placed: May 11, 2015 Standard 6"x]2" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No,: 194
CD Builders Project No.: 214_0144
Agros #110
Paving Median Crossing and Curb
MATERIALS
Source / SSD Batch Wts.
Description (Lbs/CuYd)
OBSERVATION DATA
Compressive Strength
(Lbs./Sq.1n.)
Mix Number:
1273
Time Sample Batched:
8:33 AM
Cement:
127,060
Time Sampled:
9:05 AM
Fly Ash:
Sample Location:
Paving Median Crossing and
140,920+
4,980+
Curb, STA 18+00 to 19+20
Coarse Aggregate:
28
Truck / Ticket No:
7098/1612207
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Hold
Ambient Range:
62 OF
Admixtures:
Test Methods Utilized Fracture Regular
Concrete Range:
72 OF
I
Slump Range (inches):
4.25
2
Weather Conditions:
Partly Cloudy
Added Water:
0
Time Started:
7:30 AM
Time Completed:
3:45 PM
Sample Air Content
3.8
Total Cubic Yards Placed:
10
Required Strength (Lbs./sq.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 741
7
5/18/15
127,060
4,490
FPP 742
28
6/8/15
140,920+
4,980+
FPP 743
6.25
28
6/8/15
142,000+
5,020+
FPP 744
H
Hold
Test Methods Utilized Fracture Regular
Cylinders Made By: CP
I
ASTM C-31, C-39, C-143 (Unless Noted I
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: fluyaiido@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: (
All letters and reports are for the exclusive use of the client to whore they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The us6 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 CONSUIJING
E I# CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Measured
Slump (in.)
Report Date:
June 8, 2015
Date Concrete Placed: May 11, 2015
Standard 6NI2' 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.: 195
Contractor:
CD Builders
Project No.: 214-0144
Concrete Supplier and Plant:
Agros 125
4,760+
Location of Placement:
Paving Sidewalk
28
6/8/15
MATERIALS
Source /
SSD Batch Wts. OBSERVATION DATA
FPP 748
Description
(Lbs/CuYd)
Mix Number:
125 1
Time Sample Batched:
11:36 AM
Cement:
ASTM C-31, C-39, C-143
Time Sampled:
12:15 PM
Fly Ash:
Sample Location:
Bridge Sidewalk S. Bound
Coarse Aggregate:
Truck / Ticket No:
7091/1612333
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Ambient Range:
67 OF
Concrete Range:
76 OF
Admixtures:
Slump Range (inches):
4.5
Weather Conditions:
Mostly Cloudy
2
Time Started:
7:30 AM
Added Water:
0 Gallons
Time Completed:
3:45 PM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
Required Strength (Lbs-/so.in.):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 745
7
5/18/15
106,360
3,760
FPP 746
28
6/8/15
134,480+
4,760+
FPP 747
4.5
28
6/8/15
141,900+
5,020+
FPP 748
H
Hold
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. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to whom ithey 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.