ST0301C-LR160909FG_ * GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
9 CONSTRUCTION MATERIALS TESTING
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:
October 11, 2016 Date Concrete Placed: September 9, 2016 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square [riches
Bethel & Coppell Road Concrete Report No.: 125
Axis Contracting Project No.: 215-140
Martin Marietta 141
Sidewalk at SW. Comer of Bethel Rd. and Hearthstone Ln. (W.)
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Age
Date
Description (Lbs/CuYd)
Compressive Strength
Mix Number:
8274
Time Sample Batched:
12:36 PM
Cement:
6 Sack
Time Sampled:
1:25 PM
7
Sample Location:
Sidewalk at SW. Comer of
Fly Ash:
BCR 548
Bethel Rd. and Hearthstone
Coarse Aggregate:
10/7/16
128,860
Ln. (W.)
Intermediate Aggregate:
BCR 549
Truck / Ticket No:
01/3541298
Fine Aggregate:
132,440
Temperature:
Admixtures:
I
Ambient Range:
93 OF
Concrete Range:
103 OF
Fracture Regular
Cylinders Made By: HP
Slump Range (inches):
4.5
2
Weather Conditions:
Clear
Added Water:
0 Gal
Time Started:
12:15 PM
Time Completed:
2:45 PM
Sample Air Content (%):
4.0
Total Cubic Yards Placed:
7.0
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodcll(&covpelltx.lZov
Ms. Halie Hernandez - City of Coppell via Email: hhemandez(&,coP-0clltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(&coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tisewaving.com
d'
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.
R uired
Strength (Lbs./sq.in.): 3,000
Specimen
Measured
Age
Date
Total Load
Compressive Strength
Number
Slump (in.)
(Days)
Tested
(Lbs.)
(Lbs./Sq.1n.)
Remarks
BCR 547
7
9/16/16
105,260
3,720
BCR 548
28
10/7/16
128,860
4,560
BCR 549
4.5
28
10/7/16
132,440
4,680
BCR 550
I
H
Hold
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodcll(&covpelltx.lZov
Ms. Halie Hernandez - City of Coppell via Email: hhemandez(&,coP-0clltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(&coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tisewaving.com
d'
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.
* GEOTECHNICAL ENGINEERING
E * ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 •Fax (214) 352-6972
1 ; L41 1.114 1 Lei Wks] i z LORD V V a UT I A Wei 161311 11
Report Date:
October 11, 2016 Date Concrete Placed: September 12, 2016
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Bethel & Coppell Road
Compressive Strength
Concrete Report No.: 126
Contractor:
Axis Contracting
(Days)
Project No.: 215-140
Concrete Supplier and Plant:
Martin Marietta 141
Remarks
BCR 551
Location of Placement:
Sidewalk at NE. Comer of Bethel Rd. and S. Coppell Rd.
9/19/16
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
BCR 552
Description (Lbs/CuYd)
10/10/16
90,760
Mix Number:
8272
Time Sample Batched:
10:55 AM
Cement:
5 Sack
Time Sampled:
12:00 PM
Fly Ash:
BCR 554
Sample Location:
Sidewalk at NE. Comer of
Hold
Bethel Rd. and S. Coppell Rd.
Coarse Aggregate:
Fracture Regular
Truck / Ticket No:
01/3543990
Intermediate Aggregate:
Cylinders Made By: HP
Temperature:
Fine Aggregate:
Ambient Range:
86 OF
Admixtures:
Concrete Range:
96 OF
Slump Range (inches):
6.5
Weather Conditions:
Cloudy
2
Time Started:
11:15 AM
Added Water:
0 Gal
Time Completed:
1:45 PM
Sample Air Content
3.2
Total Cubic Yards Placed:
6.0
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellCd;col)velltx.gov
Ms. Halie Hernandez - City of Coppell via Email: hhcrnandez(&,coyyeIltx.Ro
Mr. George Marshall - City of Coppell via Email: gMarshall(&,coppelltx.g
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillCa)tiscopaving.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 JGEE 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.
Re uired
Strenfth (Lbs./sq.m.): 3,000
Specimen
Measured
Age
Date
Total Load
Compressive Strength
Number
Slump (in.)
(Days)
Tested
(Lbs.)
(Lbs./Sq.1n.)
Remarks
BCR 551
7
9/19/16
74,720
2,640
BCR 552
28
10/10/16
90,760
3,210
BCR 553
6.5
28
10/10/16
99,160
3,510
BCR 554
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31,
Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellCd;col)velltx.gov
Ms. Halie Hernandez - City of Coppell via Email: hhcrnandez(&,coyyeIltx.Ro
Mr. George Marshall - City of Coppell via Email: gMarshall(&,coppelltx.g
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillCa)tiscopaving.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 JGEE 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 GEE Consultants, Inc.
LEJ * CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Report Date: October 12, 2016 Date Concrete Placed: September 29, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 130
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta 141
Location of Placement: Sidewalk of East Bound Lane of Bethel Road
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
8272
Time Sample Batched:
9:37 AM
Cement:
5.0 Sack
Time Sampled:
10:15 AM
Fly Ash:
7
Sample Location:
75' East of Hearthstone Lane
2,810
Concrete delivery scheduled for
Truck / Ticket No:
01/3579554
Coarse Aggregate:
P CS
Temperature:
Intermediate Aggregate:
BCR 569
Ambient Range:
76 OF
Fine Aggregate:
Concrete Range:
77 OF
BCR 570
Slump Range (inches):
6.5
Admixtures:
Weather Conditions:
Partly Cloudy
I
Time Started:
8:00 AM
2,
Time Completed:
11:45 PM
Sample Air Content
4.8
Added Water:
3 Gal
Total Cubic Yards Placed:
10.0
Re uired Stren th 'Lbs /s in 1:
3 000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.')
Remarks
BCR 567
7
10/6/16
79,560
2,810
Concrete delivery scheduled for
BCR 568
28
10/27/16
9:00 AM, did not arrive until
BCR 569
6.5
28
10/27/16
10:20 PM
BCR 570
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: ND/RG
I
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: RodcIl(&covpelltx.aov
Ms. Halie Hernandez - City of Coppell via Email: hhemandez(a),coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gLnarshaIl(a),coyvclltx.Ro
Mr, Robert Caudill - Tiseo Paving via Email: rcaudill(i4tiseopaving.corn
RD
Inc. TBPE Firm: F-3212
Reviewed
M
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, hic. 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 GHEE Consultants, Inc.
L!� * CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
October 11, 2016 Date Concrete Placed: October 3, 2016 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Bethel & Coppell Road Concrete Report No,: 131
Axis Contracting Project No.: 215-140
Martin Marietta 141
Retaining Wall In Front of 305
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Age
Date
Description (Lbs/CuYd)
Compressive Strength
Mix Number:
8272
Time Sample Batched:
1:04 PM
Cement:
(Lbs./Sq.1n.)
Time Sampled:
1:45 PM
Fly Ash:
7
Sample Location:
Retaining Wall In Front of
4,050
BCR 572
305
Coarse Aggregate:
10/31/16
Truck / Ticket No:
01/3587420
Intermediate Aggregate:
BCR 573
Temperature:
28
Fine Aggregate:
Ambient Range:
85 OF
Admixtures-
Concrete Range:
93 OF
Slump Range (inches):
4.0
Fracture Regular
Cylinders Made By: HP
Weather Conditions:
Clear
2
Time Started:
12:00 PM
Added Water:
0 Gal
Time Completed:
3:00 PM
Sample Air Content (%):
4.0
Total Cubic Yards Placed:
10.0
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rode
Ms. Halic Hernandez - City of Coppell via Email:
Mr. George Marshall - City of Coppell via Email: gmLirshallL &coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email:
GEE
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
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the q
11
Consultants, Inc. The use of our name must receive
ies of apparently identical or similar products.
Kequire
Z!itrengtn (LOS./S9.111.): JWU
Specimen
Measured
Age
Date
Total Load
Compressive Strength
Number
Slump (in.)
(Days)
Tested
(Lbs.)
(Lbs./Sq.1n.)
Remarks
BCR 571
7
10/10/16
114,360
4,050
BCR 572
28
10/31/16
BCR 573
4.0
28
10/31/16
BCR 574
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rode
Ms. Halic Hernandez - City of Coppell via Email:
Mr. George Marshall - City of Coppell via Email: gmLirshallL &coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email:
GEE
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
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the q
11
Consultants, Inc. The use of our name must receive
ies of apparently identical or similar products.