ST0502A-LR150217G I -GEOTECHNICAL ENGINEERING
LE• ENVIRONMENTAL CONSULTING A- —
GEE Consultants. Inc.
:E] -CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Measured
Slump (in.)
Report Date;
February 17, 2015 Date Concrete Placed: January 14,2015
Standard 6"xI2" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28,27 Square Inches
Pro'lect:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Concrete Report No.: 119
Contractor:
CD Builders Inc.
ProJect No.: 214-0144
Concrete Supplier and Plant:
Argos #110
1 /21 / 15
116740+
Location of Placement:
Pavement Driveway3
3 3/4
MATERIALS
Source / SSD Batch Wts.
Description (Lbs/'CuYd)
013SERVATION DATA
Mix Number:
1273
Time Sample Batched:
11:40 AM
Cement:
128020+
Time Sampled:
12:15 PM
Fly Ash:
Sample Location:
STA4+00to4+50
Coarse Aggregate:
4,520+
Truck / 'Ticket No:
4034 /1553279
Intermediate Aggregate:
Cylinders Made By: CP
Temperature:
(Unless Noted Otherwise)
Fine Aggregate:
Ambient Range:
41 OF
Admixtures:
Concrete Range:
58 OF
Slump Range (inches):
3 3/4
I
Weather Conditions:
Cloudy
2
Time Started:
11:00 AM
Added Water:
0
Time Completed:
2:30 PM
Sample Air Content (%):
3A
Total Cubic Yards Placed:
to
Required Strength (I.h-_/vn.in_),
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
'Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 473
2
1/16/15
81,680
2,890
FPP 474
7
1 /21 / 15
116740+
4,1304
3 3/4
FPP 475
28
2/11/15
128020+
4,530+
FPP 476
28
2/11115
1 127840+
4,520+
1
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 <ROdellCa)coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarzaCcecoppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholl'Yies@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 • GEOTECHNICAL ENGINEERING
E - ENVIRONMENTAL CONSULTING
E] - CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 9 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIN" OBSERVATION
Report Date:
February 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:
Abutment 4 stage 2, bridge
January 30,2015 Standard 6"x]2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 127
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:
1
2
Added Water:
1083
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:
Rpniiii-pti 0,rri-nath (I he len ;n
8:35 AM
9:10 AM
Bottom Half
5012/1563981
43 OF
60 `F
3.5
Mostly Cloudy
7:OOAM
5:00 PM
4.2
10
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 505
7
2/6/15
106,700
3,770
FPP 506
35
28
2/27/15
FPP 507
.
28
2/27/15
FPP 508
H
Hold
Test Methods Utilized
Fracture Regular
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: CP
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 tenets 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
_11C —
GEE Consultants, Inc.
10046MonroeDrive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
-REPORT OF CONCRETE MIX OBSERVATION
Report Date: February 19, 2015 Date Concrete Placed: Feburary 6,2015 — Standard 6"x 12" Cylinders
Client: Ci ' ty of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 129
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #I 10
Location of Placement: Abutment
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083 Time Sam I- Q�+ t, A
Cement:
F
Time Sampled:
[/-:Vo FIVI
1:05 PM
Fly Ash:
Sample Location:
Abutment stage 2 E. Wing Wall
Coarse Aggregate:
Truck / Ticket No:
4027 / 1568154
Intermediate Aggregate:
Temperature:
107,500
Fine Aggregate:
Ambient Range:
49 OF
Admixtures:
Concrete Range:
63 OF
I
Slump Range (inches):
4
2
Weather Conditions:
Sunny
3/6/15
Time Started:
9:00 AM
Added Water: 0
Time Completed:
3:00 PM
H
Sample Air Content
3.5
Total Cubic Yards Placed:
30
Fracture Regular
Rennirt-d 14ri-noth It he len ;n
't- 'lAnn
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 513
7
2/13/15
107,500
3,800
FPP 514
33/4
28
3/6/15
FPP 515
28
3/6/15
FPP 516
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31,
(Unless Noted Otherwise) I
Cylinders Made By: CP.,C-39,C-143
Remarks and/or Distribution:- None
cc: Rick Odell <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.coni
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:_,
All letters and reports are for the exclusive use of the lclient to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must recei7e
our prior wfiuen 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.
11 - CONSTRUCTION MATERIALS TESTING
E
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MYX OBSERVATION
Report Date: February 19, 2015 Date Concrete Placed: January 27,2015 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.: 130
Contractor: CID Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #I 10
Location of Placement: Abutment l,stage2-
MATERIALS Source SSE, Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083
Time Sample Batched:
10:28 AM
Cement:
Time Sampled:
11:15 AM
Fly Ash:
Sample Location:
Elevation columns 2 -D;2 -G
Coarse Aggregate:
Truck / Ticket No:
5038 /1569333
Intermediate Aggregate:
Temperature:
FPP 518
Fine Aggregate:
Ambient Range:
70 OF
Admixtures:
Concrete Range:
69 OF
FPP 519
Slump Range (inches):
4.5
I
Weather Conditions:
Sunny
2
Time Started:
7:00 AM
Added Water: 0
Time Completed:
5:30PM
Sample Air Content
4.2
Fracture Regular
Total Cubic Yards Placed:
10
(Unless Noted Otherwise)
Required Strenath (Lbs./sci.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 517
7
2/16/15
116900+
4,140+
FPP 518
45
28
3�/9/15
FPP 519
.
28
319/15
FPP 520
H
I 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: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppclltx.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 bv:5�2�j__._,__
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
19 -
ENVIRONMENTAL CONSULTING GEE Coniltants, Inc.
EN - CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 9 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: February 19, 201; Date Concrete Placed: January 27,2015 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.: 131
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Columns 2 -E;2 -F; fly over utility S. and N.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083
Time Sample Batched:
10:34 AM
Cement:
Time Sampled:
11:10 AM
Fly Ash:
Sample Location:
Inlet STA 15+00.17
Coarse Aggregate:
Truck / Ticket No:
4027/ 1570336
Intermediate Aggregate:
Temperature:
FPP 522
Fine Aggregate:
Ambient Range:
62 OF
Admixtures:
Concrete Range:
66 OF
FPP 523
Slump Range (inches):
4
I
Weather Conditions:
Sunny
2
Time Started:
10:00 AM
Added Water: 0
Time Completed:
1:00 PM
Sample Air Content (%):
3.8
Fracture Regular
Total Cubic Yards Placed:
10
(Unless Noted Otherwise)
Re uired Strength (Lbs./sci.in
): 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
'Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 521
7
5/17/15
114680+
4060+
FPP 522
4
28
3/10/15
FPP 523
.
28
3/10/15
FPP 524
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: CP
I
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.