ST0502A- LR150403GEOTECHNICAL ENGINEERING
E' • 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:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
May 4, 2015 Date Concrete Placed: April 3, 2015 Standard 6"x12° Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 158
CD Builders Inc. Project No.: 214-0144
Argos 1'11
Inlet Curb
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Compressive Strength
(Lbs./Sq.1n.)
Mix Number:
1273
Time Sample Batched:
11:45 AM
Cement:
127,020
Time Sampled:
12:15 PM
Fly Ash:
4.0
Sample Location:
Inlet Curb STA. 3+30; STA.
Coarse Aggregate:
5,400
5+45; Intel Top STA. 7+17
Intermediate Aggregate:
28
Truck / Ticket No:
1099/1593669
Fine Aggregate:
Temperature:
Admixtures:
Hold
Ambient Range:
70 OF
I
Test Methods Utilized
Concrete Range:
78 OF
I
(Unless Noted Otherwise)
Slump Range (inches):
4.0
2
Weather Conditions:
Cloudy
Added Water:
0
Time Started:
10:00 AM
Time Completed:
1:00 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 629
7
4/10/15
127,020
4,490
FPP 630
4.0
28
511115
152,520
5,400
FPP 631
28
511115
154,680
5,470
FPP 632
H
Hold
I
I
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: 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 quantifies 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 IN (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Measured
Slump (in.)
Report Date:
April 30, 2015
Date Concrete Placed: April 22, 2015
Standard 6"x12" Cylinders
Client:
Ci of Co ell
�' pP
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Freeport Pkwy front
Ruby Rd. to Sandy Lake Rd.
Concrete Report No.: 175
Contractor:
CD Builders Inc.
4'S
Project No.: 214-0144
Concrete Supplier and Plant:
Argos #110
4,680
Location of Placement:
Paving Driveway -5; Inlet Top STA. 13+70 Rail Trail Bridge Stage 2, 2 Segments Between Abutment
28
and Bent 3.
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
28
Mix Number:
1273
Time Sample Batched:
7:47 AM
Cement:
Fracture Regular
Time Sampled:
8:15 AM
Fly Ash:
Sample Location:
Paving Driveway -5; Inlet Top
Coarse Aggregate:
STA. 13+70 Rail Trail Bridge
Intermediate Aggregate:
Stage 2, 2 Seg en s'Between
Fine Aggregate:
Abutment and Ben 3.
Admixtures:
Truck / Ticket No:
7098 /1603355
1
Temperature:
Ambient Range:
63 OF
2
Concrete Range:
72 OF
Added eater:
0
Slump Range (inches):
4.5
Weather Conditions:
Sunny
Time Started:
7:30 AM
Time Completed:
2:50 PM
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
10
Re uired Strength (Lbs./s .in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 685
2
4/24/15
104,720
3,700
FPP 686
4'S
7
4/29/15
132,380
4,680
FPP 687
28
5/20/15
FPP 688
1
28
1 5/20/15
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 C'oppell, 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.
• GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL 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
Measured
Slump (in.)
Report Date:
April 30, 2015 Date Concrete Placed: April 22, 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.: 176
Contractor:
CD Builders Inc.
Project No.: 214-0144
Concrete Supplier and Plant:
Argos #110
4.25
Location of Placement:
Pavement Decel. Lane STA. 12+00 to 13+00 Southbound. Driveway -3, Connection with Northbound,
MATERIALS
Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
1273 Time Sample Batched:
12:34 PM
Cement:
Time Sampled:
1:20 PM
Fly Ash:
Sample Location:
Pavement Decel. Lane STA.
Coarse Aggregate:
Hold
12+00 to 13+00 Southbound.
Intermediate Aggregate:
Driveway -3, Connection with
Fine Aggregate:
Northbound.
Admixtures:
Truck / Ticket No:
1098/ 1603747
1
Temperature:
Ambient Range:
72 OF
2
Concrete Range:
80 OF
Added Water:
0 Slump Range (inches):
4.25
Weather Conditions:
Cloudy
Time Started:
7:30 AM
Time Completed:
2:50 PM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
110
Required Strenath (Lbs./so.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 689
7
4/29/15
128,820
4,560
FPP 690
4.25
28
5/20/15
FPP 691
28
5/20/15
FPP 692
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: Rick Odell <ROdell@coppel]tK.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
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the
receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily
Reviewed
ial of GEE Consultants, lrK. The use of bur name must
of the quantifies of apparently identical or similar products.
• GEOTECHNICAL ENGINEERING
E • 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:
Client:
Project: -
Contractor:
Concrete Supplier and Plant:
Location of Placement:
May 4, 2115 Date Concrete Placed: April 20, 2015 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport]Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 177
CD Builders Inc. Project No.: 214-0144
Argos #110
Bridge Rail for Trail & Inlets
MATERIALS
Source / SSD Batch Wts.
Description (Lbs/CuYd)
OBSERVATION DATA
Mix Number:
1083
Time Sample Batched:
8:43 AM
Cement:
4/27/15
Time Sampled:
9:20 AM
Fly Ash:
FPP 682
Sample Location:
Bridge Between Bent 2 and 3;
Coarse Aggregate:
Inlet Curb STA. 14+90; Intel
Intermediate Aggregate:
3.5
Top and Wall STA. 18+60
Fine Aggregate:
Truck / Ticket No:
7098/ 1601846
Admixtures:
28
Temperature:
Ambient Range:
60 OF
1
Hold
Concrete Range:
72 OF
2
Test Methods Utilized
Slump Range (inches):
3.5
Added Water:
0
Weather Conditions:
Sunny
Time Started:
8:30 AM
Time Completed:
11:00 PM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
Reauired Strenath (Lbs./sa.in.): 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 681
7
4/27/15
131,740
4,660
FPP 682
28
5/18/15
3.5
FPP 683
28
5/18/15
FPP 684
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: ROdeil@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: (�f,,t
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.