ST0502A- LR150527• 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 OF CONCRETE MIX OBSERVATION
----------
Report Date: May 27, 2015 Date Concrete Placed:
April 29, 2015
Client:City
-----------
of Coppell
Standard 6"xl2" Cylinders
Project: Freeport Pkwy from Ruby Rd. to Sandy
Contractor:
Lake Rd. Cylinder Cross-sectional Area: 28,27 Square Inches
CD Builders
Concrete Supplier and Plant: Argos 110
Concrete Report No.: 182
Project
Location of Placement: Decel Lane North Bound
No.: 214-0144
MATERIALS Source / SSD Batch Wts.
Description (Lbs/CuYd)
OBSERVATION DATA
Mix Number: 1273
Cement:
Time Sample Batched:
7:27 AM
Fly Ash:
Time Sampled:
8:05 AM
Coarse Aggregate:
Sample Location:
Decel Lane North -bound STA
Intermediate Aggregate:
2+00 to 3+20, Bike Trail STA
Fine Aggregate:
1+60 to 2+60; STA 12+00 to
Admixtures:
Truck / Ticket No:
15+50
5017 /1605286
1
Temperature:
2
Ambient Range:
53 OF
Added Water: 0
Concrete Range:
66 OF
Slump Range (inches):
3.5
Weather Conditions:
Sunny
Time Started:
7:00 AM
Time Completed:
3:30 PM
Sample Air Content
4.0
Total Cubic Yards Placed:
10
Specimen
Specimen
Measured
Age Date
Date
Ke�
R wired Stre th (Lbs./s in.):
3600
Number
Number
ber
Slump (in.)
(Days) Tested
T(
Total Load
(Lbs.)
compressive Strength
(Lbs./Sq.1n.)
Wr:�
Remarks
FPP 701
0
7 1
7 5/6/15
5/6/ 1 5
120,-140+
4,250+
FPP 702
702
FPP 703
703
3.5
28 5/27/15
5/27/ 1 5
143,840
5,090
FPP 704
0
28 5/27/15
146,120
5,170
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: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212
All letters and reports are fu the exclusive use Reviewed b
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 t
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. mproudsucts.
INICAL ENGINEERING
VIRONMENTAL CONSULTING
- CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: May 27, 2015 Date Concrete Placed: May 20, 2015 Standard 6"x I2" 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.: 203
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros I 11
Location of Placement: Bridge Small Pilaster; Rail Between the 'Frail and Roadway South Bound
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water: 0
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:
Rp.nnirpri qtrpnorth (I he /cn in )i
10:10 AM
11:00 AM
Rail trail - 2 section between
abutment I and bent 2
6022;1615632
80 OF
84 OF
4.0
Partly Cloudy
9:00 AM
1:15 PM
3.6
10
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq,ln.)
Remarks
FPP 777
7
5/27/15
110,720
3,920
FPP 778
28
6/17/15
4.0
FPP 779
28
6/17/15
FPP 780
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: mholmcs@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 ofl GEE Consultants,Ine, 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
• 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: 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 I I I
Location of Placement: Paving
May 20, 2015
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No,: 204
Project No.: 214-0144
Standard 6"xI2' Cylinders
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Mix Number:
1043
Time Sample Batched:
10:28 AM
Cement:
Time Sampled:
11:20 AM
Fly Ash:
3,770
Sample Location:
Stamped concrete median nose
Coarse Aggregate:
28
6/17/15
STA. 33+60 to 34+05
Intermediate Aggregate:
Truck / Ticket No:
4027/1615670
Fine Aggregate:
Temperature:
Admixtures:
FPP 783
Ambient Range:
80 OF
I
Concrete Range:
84 OF
FPP 784
Slump Range (inches):
5,0
2
Weather Conditions:
Partly Cloudy
Added Water:
10 Gallon
Time Started:
9:00 AM
Cylinders Made By: CP
Time Completed:
1:15 PM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
Rpnnirpd 0,trrnath (I ko Ion i,
)i- 'Irno
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 781
7
5/27/15
106,580
3,770
FPP 782
28
6/17/15
5.0
FPP 783
28
6/17/15
FPP 784
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: 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,