ST0301C-LR160826G1 * GEOTECHNICAL ENGINEERING
E -ENVIRONMENTAL CONSULTING GEE
E I* CONSTRUCTION MATERIALS TESTING
Consultants, Inc.
10046 Monroe Drive « Dallas, Texas 75229 « (214) 352-5433 0 Fax (214) 352-6972
Report Date: September 23, 2016 Date Concrete Placed: August 26, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 121
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta/ 141
Location of Placement: Driveway at Bethel Rd
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
11:31 AM
Cement: 6 Sack
Time Sampled:
12:20 PM
Remarks
Sample Location:
Driveway at 300 Bethel Rd, East
Fly Ash:
8/29/16
Half
Coarse Aggregate:
Truck / Ticket No:
0000/3516361
Intermediate Aggregate:
Temperature.
9/2/16
93,620
Ambient Range:
88 'F
Fine Aggregate:
Concrete Range:
96 'F
Admixtures:
Slump Range (inches):
5.25
1
Weather Conditions:
Partly Cloudy
28
Time Started:
11:00 AM
2
Time Completed:
2:00 PM
Added Water: 10 Gal
Sample Air Content (%):
3.2
Total Cubic Yards Placed:
9.0
Test Methods Utilized
Rpmvirptl P%trpnath (I he lqn in 1
1600
Specimen
Number
Measured
Slump (ill.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 529
3
8/29/16
88,960
3,150
BCR 530
7
9/2/16
93,620
3,310
BCR 531
5.25
28
9/23/16
114,520
4,050
BCR 532
28
9/23/16
107,100
3,790
BCR 533
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcol)pelltx.go
Ms. Halie Hernandez - City of Coppell via Email: hhemandez(a),coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshalIC&cQpI)eIItx.goy
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiseopaving.com,
GEE Consultants, Inc. TBPE Firm: F
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 receive
out 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 CONSULTING
CONSTRUCTION MATERIALS TESTING
.C—
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
Report Date: September 20, 2016 Date Concrete Placed: September 9, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 125
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta 141
Location of Placement: - Sidewalk at SW. Comer of Bethel Rd. and Hearthstone Ln. W.
MATERIALS Source / SSD Batch Wts.
Description (Lbs/CuYd) OBSERVATION DATA
Mix Number: 8274
Time Sample Batched:
12:36 PM
Cement: 6 Sack
Time Sampled:
1:25 PM
Fly Ash:
Sample Location:
Sidewalk at SW. Comer of
Coarse Aggregate:
9/16/16
Bethel Rd. and Hearthstone
Intermediate Aggregate:
Truck / Ticket No:
Ln. (W.)
01/3541298
Fine Aggregate:
Temperature:
10/7/16
Admixtures:
Ambient Range:
93 OF
BCR 549
Concrete Range:
103 OF
10/7/16
Slump Range (inches):
4.5
2
Weather Conditions:
Clear
Added Water: 0 Gal
Time Started:
12:15 PM
Time Completed:
2:45 I'M
Fracture Regular
Sample Air Content
4.0
(Unless Noted Otherwise)
Total Cubic Yards Placed:
7.0
Rpnitirpil qtr—th It 1— /;_ \-
I MA
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 547
7
9/16/16
105,260
3,720
BCR 548
28
10/7/16
BCR 549
4.5
28
10/7/16
BCR 550
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a),coprielltx.gov
Ms. Halie Hernandez - City of Coppell via Email: hhernandez(&,col)pelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallCa)coypelltx.g
Mr. Robert Caudill - Tiseo Paving via Email: reaudiflCaJiseopaving.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 he 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
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0
Fax (214) 352-6972
Report Date: September 20, 2016 Date Concrete Placed: September 12, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 126
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta 141
Location of Placement: Sidewalk at NE. Comer of Bethel Rd. and S. Coppell Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8272
Time Sample Batched:
10:55 AM
Cement: 5 Sack
Time Sampled:
12:00 PM
Remarks
Sample Location:
Sidewalk at NE. Comer of
Fly Ash:
9/19/16
Bethel Rd. and S. Coppell Rd.
Coarse Aggregate:
Truck / Ticket No:
01/3543990
Intermediate Aggregate:
Temperature,
10/10/16
Fine Aggregate:
Ambient Range:
86 OF
BCR 553
Concrete Range:
96 OF
Admixtures:
Slump Range (inches):
6.5
Weather Conditions:
Cloudy
2,
Time Started:
11:15 AM
Time Completed:
1:45 PM
Added Water: 0 Gal
Sample Air Content 1%):
3.2
(Unless Noted Otherwise)
Total Cubic Yards Placed:
6.0
Required Strength (Lbs./sq.in.):
3,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 551
7
9/19/16
74,720
2,640
BCR 552
28
10/10/16
BCR 553
6.5
28
10/10/16
BCR 554
H
Hold
Test Methods UtilizedTFracture
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: Rodell(a),covvelltx.gov
Ms. Halie Hernandez - City of Coppell via Email: hbemandezCa)coppelltx.g
Mr. George Marshall - City of Coppell via Email: gmarshaIl(&,copvelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: reaudill(dfiseovaving.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.