Tax 2011C-LR140220Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch, STA 6 +00, West bound lane
Specification
Field
Date Sampled
2 -12 -14
Requirement
Results
Measure
Time Sampled
230 PM
Diameter
Area
Maximum
Compressive
Yards Batched
Meet
Air Temp. (F'
> 50
Air Temp. (F°)
48
Time Batched
1:44 PM
Concrete Temp. (F'
< 95
Concrete Temp. (F°)
60
Truck No.
4203
Slump (in.)
< 4
Slump (in.)
5*
Ticket No.
2096846
Air Content by Vol. ( %)
3 - 6
Air Content by Vol. ( %)
3.5
Yards Placed
10
Water /Cement Ratio
3
Water /Cement Ratio
1 241
Cylinders Molded
4
Supplier.
TXI / #141
Specified Strength @ 28 days:
3600 psi
Mix ID:
8274
28
6.00
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By:
Applicable ASTM Test Standards:
C31, C39, C138, C143,
Cylinders Made By:
HVJ Associates, Inc.
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch, STA 6 +00, West bound lane
* Test results meet project specifications, except those marked.
Remarks: Five gallons of water added
Notified Derek Thomas of test results before leaving the site
compression machine HVJ - 08030000048
Technician: Brandon Lowrance
Aaron Pulpaneck, Laboratol"F"Quality Manager
Texas Firm Registration Number F- 000646
Mar-fin . Elliott, P epartment Mang
Texas irm Registration Number F- 000646
Our letters and if eports are for the excluske use of the cUent. The use of oar name must rea ene our prior u ritten approt al Ow letters and reports apple only to the matcmgal(s)
tested and/or inspected and are not necessarily indicatse of the quahties of apparently identical or similar materials) llis report may not be reproduced, except in full, unhout
thrrrunarntatf HW AsenriAars. Vm
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
1n?
Load (Ibs)
Strength (psi!)
Fracture
Spec.
1 239
2 -19 -14
7
6.00
28.27
1 1 1,290
3940
3
N/A
1 240
2 -19 -14
7
6.00
28.27
110,350
3900
3
N/A
1 241
3 -12 -14
28
6.00
28.27
1 242
3 -12 -14
28
6.00
28.27
* Test results meet project specifications, except those marked.
Remarks: Five gallons of water added
Notified Derek Thomas of test results before leaving the site
compression machine HVJ - 08030000048
Technician: Brandon Lowrance
Aaron Pulpaneck, Laboratol"F"Quality Manager
Texas Firm Registration Number F- 000646
Mar-fin . Elliott, P epartment Mang
Texas irm Registration Number F- 000646
Our letters and if eports are for the excluske use of the cUent. The use of oar name must rea ene our prior u ritten approt al Ow letters and reports apple only to the matcmgal(s)
tested and/or inspected and are not necessarily indicatse of the quahties of apparently identical or similar materials) llis report may not be reproduced, except in full, unhout
thrrrunarntatf HW AsenriAars. Vm
I;.
p, Houston 8701 John W. Carpenter Freeway
Suite 250
1W Austin Dallas, TX 75247
Dallas 214.678.0227
214.678.0228
A S S O C I AT r S San Antonio www.hvj.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C3
Coppell, Texas 75019 INSPECTION DATE: 1 -22 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
REPORT DATE: 2 -20 -14
Page I of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1-2244
Requirement
Measure
Time Sampled
7:04 AM
Date
Age
Diameter
Yards Batched
Maximum
Air Temp. (F' > 50
Air Temp. (F)
32
Time Batched
6:29 AM
Concrete Temp. (F' < 95
Concrete Temp. (F°)
54
Truck No.
7014
Slump (in.) < 4
Slump (in.)
4 3/4*
Ticket No.
2070802
Air Content by Vol. ( %) 3 - 6
Air Content by Vol. ( %)
4.9
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
-
Cylinders Molded
4
Supplier: TXI /141
129,680
4590
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
2 -19 -14
28
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
5520
3
Applicable ASTM Test Standards:
C31, C39, C138. C143,
Cylinders Made By: HVJ Associates, Inc.
28
6.00
28.27
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at STA 44 +00, West bound lane
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results .
compression machine HVJ - 08030000048
Technician: Eric Vincent -°
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm Ret*is�t im&Pr X 46 . .
i6tt,
Texas FirrnegisVation Number F- 000646
Our letters and reports are for the exclusive use of the client. 11te use of our name must receive our prior n ntten appro%al. Our letters and reports apply only to the material(,-)
tested and /or inspected and are not necessarily indicatne of the qualities of apparently, identical or similar matenal(q) This rep) it ma) not be reproduced, except in fill, without
the rnngent of I IVl %s%nriateq. Inr.
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
in?
Load (Ibs)
Strength (psi)
Fracture
Sec.
1 169
1 -29 -14
7
6.00
28.27
128,770
4550
3
N/A
1 170
1 -29 -14
7
6..00
28.27
129,680
4590
2
N/A
1 171
2 -19 -14
28
6.00
28.27
156,020
5520
3
Y
1 172
2 -19 -14
28
6.00
28.27
161,360
5710
3
Y
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results .
compression machine HVJ - 08030000048
Technician: Eric Vincent -°
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm Ret*is�t im&Pr X 46 . .
i6tt,
Texas FirrnegisVation Number F- 000646
Our letters and reports are for the exclusive use of the client. 11te use of our name must receive our prior n ntten appro%al. Our letters and reports apply only to the material(,-)
tested and /or inspected and are not necessarily indicatne of the qualities of apparently, identical or similar matenal(q) This rep) it ma) not be reproduced, except in fill, without
the rnngent of I IVl %s%nriateq. Inr.
Houston 8701 John W. Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214.678.0227
214.678.0228
A S ISO C I AT r S San Antonio www.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell' Road REPORT NO: C3
Coppell, Texas 75019 INSPECTION DATE: 1 -22 -14
REPORT DATE: 2 -20 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page 2 of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1 -22 -14
Requirement
Measure
Time Sampled
10:43 AM
Set
Cyl.
Date
Yards Batched
Diameter
Air Temp. (F) > 50
Air Temp. (n
45
Time Batched
10:08 AM
Concrete Temp. (F*) < 95
Concrete Temp. (F�
60
Truck No.
8041
Slump (in.) < 4
Slump (in.)
6*
Ticket No.
2071671
Aar Content b y Vol. ( %) 3 - 6
Air Content by Vol. ( %)
4.4
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
-
Cylinders Molded
4
Supplier. TXI /141
174
1 -29 -14
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
127,240
4500
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
175
2 -19 -14
Applicable ASTM Test Standards:
C31, C39, C138, C143,
Cylinders Made By: HVJ Associates, Inc.
152,190
5380
2
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road Patch at STA 40 +00, West bound lane
* Test results meet project specifications, except those marked.
Remarks: Ten gallons of water added
Notified Derrick Thomas of test results, sample was pulled before pump truck.
compression machine HVJ -08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory Quality Manager
Texas Firm
Martin J.lE!,lom, P=ion rtment ManagW
Texas Firm Regis Number F- 000646
Our letters and reports tested and/or inspec¢edaand are not necessarilfein I Ile
of the clvtahe s of apparend}udentical ortstm similar m terialO approval, ' isreport Vmac not be reprod n -ed, except inlfumaterial(s)
out
hoot
the tnnsrnrrdl -i\i Assnr•mares. anm.
Results
Set
Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No.
No.
Tested
Days)
(in.)
in 2
Load (lbs)
Strength (psi)
Fracture
Sec.
2
173
1 -29 -14
7
6.00
28.27
130,970
4630
2
N/A
2
174
1 -29 -14
7
6.00
2817
127,240
4500
3
N/A
2
175
2 -19 -14
28
6.00
28.27
152,190
5380
2
Y
2
176
2-19-14
28
6.00
28.27
157,080
5560
3
Y
* Test results meet project specifications, except those marked.
Remarks: Ten gallons of water added
Notified Derrick Thomas of test results, sample was pulled before pump truck.
compression machine HVJ -08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory Quality Manager
Texas Firm
Martin J.lE!,lom, P=ion rtment ManagW
Texas Firm Regis Number F- 000646
Our letters and reports tested and/or inspec¢edaand are not necessarilfein I Ile
of the clvtahe s of apparend}udentical ortstm similar m terialO approval, ' isreport Vmac not be reprod n -ed, except inlfumaterial(s)
out
hoot
the tnnsrnrrdl -i\i Assnr•mares. anm.