Tax 2012C-LR140218Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Area
214.678.0228
San Antonio
www.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell
816 South Coppell Road
Coppell, Texas 75019
PROJECT: Southern Belle Drive Reconstruction
PROJECT NO.:
DC1315060
REPORT NO:
C4
INSPECTION DATE:
1 -21 -14
REPORT DATE:
2 -18 -14
Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road paving at STA 1 +00, South bound lane of Southern Belle Drive
Specification
Field
Date Sampled
1 -21 -14
Set Cyl. Date Age
Requirement
Area
Measure
Time Sampled
7:04 AM
No. No. Tested (Days)
(in)
J in?)
Load (Ibs) Strength (psi)
Yards Batched
Spec.
Air Temp. (F)
>50
Air Temp. (F'
41
Time Batched
6:19 AM
Concrete Temp. (F7
<95
Concrete Temp. (F°)
56
Truck No.
8064
Slump (in.)
<4
Slump (in.)
4
Ticket No.
2068013
Air Content by Vol. ( %)
3 -6%
Air Content by Vol. ( %)
6.0
Yards Placed
10
Water /Cement Ratio
-
Water /Cement Ratio
-
Cylinders Molded
4
Supplier.
TXI /141
Specified Strength @ 28 days:
3600 psi
Mix ID:
8272
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By:
Applicable ASTM Test Standards:
C31. C3% C 138, C 143,
Cylinders Made By:
HVJ Associates, Inc.
-
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road paving at STA 1 +00, South bound lane of Southern Belle Drive
Martin 411"Rek'str ott, PE=*Number went Manager
Texas F- 000646
Our letters and reports are for the exclusive use of the client. The case of our name must rrrct%e our prior wairten appro%-al. Our letters and reports apph onl) to the materials)
tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar materiaVs), This report may not be reproduw:ed„ except in full, eithout
the=rnmentoFTIVI %Rsoriates Int
Results
Set Cyl. Date Age
Diameter
Area
Maximum Compressive
Type of
Meet
No. No. Tested (Days)
(in)
J in?)
Load (Ibs) Strength (psi)
Fracture
Spec.
1 155 1 -28 -14 7
6.00
28.27
103,810 3670
3
N/A
1 156 1 -28 -14 7
6.00
28.27
105,760 3740
3
N/A
1 157 2 -18 -14 28
6.00
28.27
170,170 6020
2
Y
1 158 2 -18 -14 28
6.00
28.27
165,480 5850
2
Y
Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results
Five gallons of water added
compression machine HVJ - 08030000048
Technician: Eric Vincent
-
Aaron PulpanecK Laborat uality Manager
Texas Firm
RejeistrAion Number F- 000646
Martin 411"Rek'str ott, PE=*Number went Manager
Texas F- 000646
Our letters and reports are for the exclusive use of the client. The case of our name must rrrct%e our prior wairten appro%-al. Our letters and reports apph onl) to the materials)
tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar materiaVs), This report may not be reproduw:ed„ except in full, eithout
the=rnmentoFTIVI %Rsoriates Int
Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Time Sampled
214.678.0228
San Antonio
www.hvi,.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell
816 South Coppell Road
Coppell, Texas 75019
PROJECT: Southern Belle Drive Reconstruction
PROJECT NO.:
DC1315060
REPORT NO:
C3
INSPECTION DATE:
1 -21 -14
REPORT DATE:
2 -18 -14
Page I of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1 -21 -14
Requirement
Measure
Time Sampled
12:311 PM
Date
Age
Diameter
Yards Batched
Maximum
Air Temp. (F) >50
Air Temp. (F)
43
Time Batched
11:40 AM
Concrete Temp. (F) <95
Concrete Temp. (F'
59
Truck No.
1043
Slump (in.) <4
Slump (in.)
5*
Ticket No.
2069282
Air Content by Vol. (%) 3 -6%
Air Content by Vol. ( %)
4.6
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
1 -28 -14
Cylinders Molded
5
Supplier. TXI /141
126,160
4460
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
1 -28 -14
7
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By:
4400
3
Applicable ASTM Test Standards:
C31, C39, C 138, C 143,
Cylinders Made By. HVJ Associates, Inc.
28
6.00
28.27
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road paving on Southern Belle Drive, South bound lane, STA 4 +50
Remarks: Notified Derrick Thomas of test results
Five gallons of water added
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/ uality Manager
Texas Firm RepAration Number F- 000646
Martin JElliott, , D partment
Texas Firm Registration Number
Our letters and reports are for the ecclusne arse of the client "Me use of our name must remise our poor wntten approrafl Om letters and reports apply rmh to the marenal(s)
tcsted and? or inspected and are not necessardy mclicatwe of the yualitnes of apparenthr identical or smidar icarateoai(s). This report may not be reproduced, except iat f dl without
d- --t-nr of IIVI A-c 7.t- Inc
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
Days)
(in.)
in?
Load (lbs)
Strength (psi)
Fracture
Spec.
1 159
1 -24-14
3
6.00
28.27
102,060
3610
3
N/A
1 160
1 -28 -14
7
6.00
28.27
126,160
4460
2
N/A
1 161
1 -28 -14
7
6.00
28.27
124,290
4400
3
N/A
1 162
2-18-14
28
6.00
28.27
152,680
5400
3
Y
1 1'63
2 -18 -14
28
6.00
28.27
162,660
5750
3
Y
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results
Five gallons of water added
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/ uality Manager
Texas Firm RepAration Number F- 000646
Martin JElliott, , D partment
Texas Firm Registration Number
Our letters and reports are for the ecclusne arse of the client "Me use of our name must remise our poor wntten approrafl Om letters and reports apply rmh to the marenal(s)
tcsted and? or inspected and are not necessardy mclicatwe of the yualitnes of apparenthr identical or smidar icarateoai(s). This report may not be reproduced, except iat f dl without
d- --t-nr of IIVI A-c 7.t- Inc
Houston 8701 John W. Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214.678.0227
2 14.678.0228
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC 1315060
816 South Coppell Road REPORT NO: C3
Coppell, Texas 75019 INSPECTION DATE: 1 -21 -14
REPORT DATE: 2 -18 -14
PROJECT: Southern Belle Drive Reconstruction
Page 2 of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1 -21 -14
Requirement
Measure
Time Sampled
3:43 PM
Set
Cyl.
Date
Yards Batched
Diameter
Air Temp. (n >50
Air Temp. (F'
45
Time Batched
2:38 PM
Concrete Temp. (n <95
Concrete Temp. (F'
66
Truck No.
8025
Slump (in.) <4
Slump (in.)
4 1 /4*
Ticket No,
2069920
Air Content by Vol. ( %) 3 -6%
Air Content by Vol, ( %)
4.7
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
-
Cylinders Molded
5
Supplier. TXI/ 141
165
1 -28 -14
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
135,040
4780
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By.
166
1 -28-14
Applicable ASTM Test Standards:
C31, C39, C 138, C 143,
Cylinders Made By. HVJ Associates, Inc.
131,300
4640
2
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road paving on Southern Belle Drive, South bound lane, STA 7 +50
Remarks: Notified Derrick Thomas of test results
Ten gallons of water added
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/Ciaity Manager
Number
lrtlrnt Manager
Number F- 000646
Our Inters and reports are for the exclusn a use of the client "I he^ use of our name must receive our prior n ntten approval, Ow letters and reports apply only to the material(s)
tested and, or inspected and art^ not necessarily urdtcatit a of nhc gnalittes of apparently identical or simdarr malerialfs) This report may not be reproduced, except in full, w itNmt
d- rre *,m t,41 NI Aaan —t— I.r
Results
Set
Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No.
No.
Tested
(Days)
(in.)
in 2
Load (Ibs)
Strength (psi)
Fracture
Spec.
2
164
1 -24-14
3
6.00
28.27
108,160
3830
3
N/A
2
165
1 -28 -14
7
6.00
28.27
135,040
4780
3
N/A
2
166
1 -28-14
7
6.00
28.27
131,300
4640
2
N/A
2
167
2 -18 -14
28
6.00
28.27
159,090
5630
3
Y
2
168
2 -18 -14
28
6.00
28.27
168,570
5960
3
Y
* Test results meet project specifications,
except those marked.
Remarks: Notified Derrick Thomas of test results
Ten gallons of water added
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/Ciaity Manager
Number
lrtlrnt Manager
Number F- 000646
Our Inters and reports are for the exclusn a use of the client "I he^ use of our name must receive our prior n ntten approval, Ow letters and reports apply only to the material(s)
tested and, or inspected and art^ not necessarily urdtcatit a of nhc gnalittes of apparently identical or simdarr malerialfs) This report may not be reproduced, except in full, w itNmt
d- rre *,m t,41 NI Aaan —t— I.r