ST0301C- LR160113. GEOTECHNICAL ENCINEERING
. ENVIRONMENTAL CONSULTINC GEE Consultants, Inc.
. CONSTRUCTION MATERIALS TESTINC
10046 Monroe Drive ' Dallas, Texas 75229 . (214) 3s2-s433 . Fax (214) 3s2_6g72
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Planl
Location of Placement:
January 13,2016 Date Concrete Placed
City of Coppell
Bethel & Coppell Road
Axis
TXI Operations, LP 141
Paving Driveway
December 16,2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square lnches
Concrete Report No.: 46
Project No.: 215-140
MATERIALS Source /
Description
SSD Batch Wts
(Lbs/CuYd)OBSERVATION DATA
Mix Number:
Cement:
Fl1'Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
I
2
Added Water:
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:
9:35 AM
l0:30 AM
Drivervay at I 10' N. of Bethel Rd
*i3109134
,18'F
66'F
5.75
Cloudy
8:30 AM
5:00 PM
3.0
22
8274
6 Sack
0 Gallons
3.600
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellr?coppellt\.eov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.sov
Mr. George Marshall - City of Coppell via Email: smarshall@coppelltx.sov
Mr. Robert Caudill - Tiseo Pavins via Email: rcaudill@tiseooavins.com
,,.:1-) ,t /
GEE Consultants. Inc. TBPE Firm: F-3212 Reviewed bv: i ^L{J"+'
bsredL ln.
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)Remarks
BCR 213
BCR 214
BCR 215
BCR 216
BCR 2I7
5.7 5
5
7
28
28
H
12t21n5
12t23t15
ln3t16
v13n6
H
32,160
3 r,660
6 r .980
,18.780
4,670
4,660
5,73 0
s )60
Test Methods Utilized
ASTM C-31, C-39, C-143
Fracture Regular
(Unless Noted Otheru'ise)Cylinders Made By: RB/JP
Remarks and/or Distribution: Truck number is not available
. CEOTECHNICAL ENGINEERINC
. ENVIRONMENTAL CONSULTINC
. CONSTRUCTION MATERIALS TESTINC
10046 Monroe Drive .Dallas, Texas 75229 , (2t 4) 352-5433 . Fax (214) 352-6972
GEE Consultants/ lnc.
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant
Location of Placement:
January 13,2016 Date Concrete Placed
City of Coppell
Bethel & Coppell Road
Axis
TXI Operations, LP 141
E. Side Box Culvert Colored Paving
Cylinder Cross-sectional Area: 28.27 Square lnches
Concrete RePort No.: 47
Project No.: 215-140
December 16,2015 Standard 6"x12" CYlinders
MATERIALS Source /
Description
SSD Batch Wts.
(Lbs/CuYd)OBSERVATION DATA
Mix Number:
Cement:
Fly Ash:
Coarse Aggegate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
I
2
Added Water:
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:
10:14 AM
I 1:05 AM
40' N. of S. End ol'Box Culvert
Station 4+30
* 13109241
48'F
68 "F
1.4
Cloudy
8:30 AM
5:00 PM
2.25
L)
8274
6 Sack
0 Gallons
p ired Strength (Lbs./sq.in
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strenglh
(Lbs./Sq.ln.)
Remarks
BCR 218
BCR 219
BCR 220
BCR 221
BCR222
1.4
7
28
28
H
1212v15
12123115
l/t3i16
v13ll6
H
tJ) )40
I 56.300
169.940
l9 I .780+
5,030
). )JU
6,0r0
6,780 +
Test Methods Utilized
ASTM C-31, C-39, C-143
Fracture Regular
(Unless Noted Othenvise)
C1 linders Made By: RB/JP
Remarks and/or Distribution: Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@coppelltx qov
Mr. Michelle Matunas - city of coppell via Email: mmatunas@coDpelltx.sov
Mr. George Marshall - city of coppell via Email: smarshall@coppelltx eov
Mr. Robert caudill - Tiseo Paving via Email: rcaudill .tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed bv:
. CEOTECHNICAL ENCINEERING
. ENVIRONMENTAL CONSULTINC GEE Consultants, Inc.
. CONSTRUCTION MATERIALS TESTTNC
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
January 13,2016 Date Concrete Placed
City of Coppell
Bethel & Coppell Road
Tiseo Paving
Tiseo Paving
Inlets at E. Side
Standard 6"112" Cylinders
Cylinder Cross-sectional Area: 28.27 Square lnches
Concrete Repon No.: 48
Project No.: 215-140
December 16,2015
MATERIALS Source /
Description
SSD Batch Wts.
(Lbs/CuYd)OBSERVATION DATA
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
I
2
Added Water:
8274
6 Sack
0 Gallons
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:
3:12 PM *x
3:00 PM
Inlet at 50' S. of S. End of Bor
Culvert
*/3 586
55 "F
72'F
2.25
Sunny
8:30 AM
5:00 PM
3.5
o
lred Strength(Lbs./sq.in.): 3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)Remarks
BCR 223
BCR224
BCR 225
BCR226
2.25
7
28
28
H
12123n5
Ut3t16
1113t16
H
148,600
1 90,400+
I 90.860
5.260
6,740 +
6,750
Test Methods Utilized
ASTM C-31, C-39, C-143
Fracture Regular
(Unless Noted Othenvise)C1'linders Made By: RB/JP
Remarks and/or Distribution:
xTruck number is not available.
** Ticket rvas printed out later
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell coppelln.eov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.eov
Mr. George Marshall - City of Coppell via Email: smarshall{lcoppelhx.sor
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
. CEOTECHNICAL ENCINEERING
. ENVIRONMENTAL CONSULTINC CEE Consultants, lnc.
o CONSTRUCTION MATERIALS TESTTNC
l g'r \!
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
January 13,2016 Date Concrete Placed
City of Coppell
Bethel & Coppell Road
Axis Contracting, Inc.
TXI Operation, LP 141
Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 58
Project No.: 215-1,10
January 6,2016
S. Coppell Rd., E. Side Sidewalk, 40' S. from Heath Ln.
MATERIALS Source /
Description
SSD Batch Wts.
(Lbs/CuYd)OBSERVATION DATA
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
I
I
Added Water:
8272
5 Sack
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:
Reviewed bv:
9:32 AM
10:20 AM
S. Coppell Rd.. 40' S. lrom llealth
Ln. Right Sidewalk
0v3t29781
45 0F
55 'F
5.5
Cloudy
9:00 AM
l:30 PM
3.0
10.0
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell?coppelln.eov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasAcoppelltx.sov
Mr. George Marshall - City of Coppell via Email: smarshall@coppelltx.sor
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill,?tiseopavins.com
GEE Consultants, Inc. TBPE Firm: F-3212
lred StrengthiLbs./sq.in..y: 4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs.i Sq.ln,)Remarks
BCR 266
BCR 267
BCR 268
BCR 269
5.5
7
28
28
F{
v13t16
213il6
2t3il6
H
I 00.400
Test Methods Utilized
ASTM C-3t, C-39, C-143
Fracture Regular
(Unless Noted Otheru,ise)C1'linders Made By: YS
Remarks and/or Distribution: