Tax 2012C-LR140129Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.6780227
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:
1 -29 -14
Page I of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1 -21.14
Requirement
Measure
Time Sampled
12:31 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.)
S"
Ticket No.
2069282
Air Content by Vol. ( %) 3.6%
Air Content by Vol. ( %)
4.6
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
-
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, C138, C143,
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 V'Incent
Aaron Pul'paneck, Laboratory/Quality Manager
Texas Firm Registion Number F -000646
Mardhf !iott, PE, De ment Manager
Texas Fir eRistrati Number F- 000646
Our letters and reports are for the exclusne use of the client. The usr; of our name musr receive our pnor written approtal Our letters and reports apph onk to the matenal(s)
tested and/or inspected and are not necessarily indicatne of the qualities of apparently identical or similar material( -,). rhis report ma,r not be reproduced, except in full, without
rinm� � °nnarnt ,nF FNI lasru ®ara� a Ine
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(pays)
(in.)
in.z
Load (Pbs)
Strength (psi)
Fracture
Sec.
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
1 163
2 -18 -14
28
6.00
28.27
* 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 V'Incent
Aaron Pul'paneck, Laboratory/Quality Manager
Texas Firm Registion Number F -000646
Mardhf !iott, PE, De ment Manager
Texas Fir eRistrati Number F- 000646
Our letters and reports are for the exclusne use of the client. The usr; of our name musr receive our pnor written approtal Our letters and reports apph onk to the matenal(s)
tested and/or inspected and are not necessarily indicatne of the qualities of apparently identical or similar material( -,). rhis report ma,r not be reproduced, except in full, without
rinm� � °nnarnt ,nF FNI lasru ®ara� a Ine
Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dadas
214.678.0227
Time Sampled
214.678.0228
San Antonio
www.hvj.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell
816 South Coppell Road
Coppell, Texas 75019
PROJECT: Southern Belle Drive Reconstruction
PROJECT NO.:
DC 131' 5060
REPORT NO:
C3
INSPECTION DATE:
1- 21' -14
REPORT DATE:
1 -29 -14
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
Alr Temp. (F) >50
Air Temp. (F)
45
Time Batched
2:38 PM
Concrete Temp. (F) <95
Concrete Temp. (n
66
Truck No.
8025
Slump (in.) <4
Slump On.)
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
Appficable ASTM Test Standards,.
C31, C39, C138, C143,
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/ uality Manager
Texas Firm Reeia i ation NumbeO- 000646
Martin Elliott, ' apartment Manager
Texas rm Registration Number F -000646
Our letters and report* rarer for the exclusive use of thew diem The use of our name must aecene ottr prior written appro%al. Our losers and reports afnmly only to the material(s)
tested and/or inspected and are not necessarily indicative of the qurcahtws of appanenth Acnaical or simdar materials' "I'his stn ,.array not be reproduced, except an fuel„ without
thr enn r of FiVI \ea—t— 1 -
Results
Set
Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No.
No,.
Tested
(Days)
(in.)
in Z
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
2817
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
2
168
2 -18 -14
28
6.00
28.27
* 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/ uality Manager
Texas Firm Reeia i ation NumbeO- 000646
Martin Elliott, ' apartment Manager
Texas rm Registration Number F -000646
Our letters and report* rarer for the exclusive use of thew diem The use of our name must aecene ottr prior written appro%al. Our losers and reports afnmly only to the material(s)
tested and/or inspected and are not necessarily indicative of the qurcahtws of appanenth Acnaical or simdar materials' "I'his stn ,.array not be reproduced, except an fuel„ without
thr enn r of FiVI \ea—t— 1 -
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.:
DC 131' 5060
REPORT NO:
C4
INSPECTION DATE:
1 -21 -14
REPORT DATE:
1 -29 -14
Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1 -21 -14
Requirement
Measure
Time Sampled
7:04 AM
Date
Age
Diameter
Yards Batched
Maximum
Air Temp. (F' >50
Air Temp. (F)
41
Time Batched
6:19 AM
Concrete Temp. (F' <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
1 -28 -14
Cylinders Molded
4
Supplier: TXI/ 141
105,760
3740
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, C39, Cl 38. C143,
Cylinders Made By: HVJ Associates, Inc.
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road paving at STA 1 +00, South bound lane of Southern Belle Drive
157 2 -18 -14 28 6.00
1 158 2 -18 -14 28 6.00
s 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
28.27
28.27
Aaron Pulpaneck, Laboratory /Quality Manager
Texas Firm
Texas Firm Registration Number F- 000646
Our letters and reports are for the exclusive we of the clime. °rite use ()four name must receive out prior written approval, Our letters and reports apply only to the material(s)
tested and/or inspected and are not necessaal) indicative of the yuafihes of apparently identical or similar material(s) 'Mt s report ma) not be reproduced„ exeept in U1, without
the rsnnarnrenf HVI Aawwigtre Inc
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No, No.
Tested
(Days)
(in.)
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
157 2 -18 -14 28 6.00
1 158 2 -18 -14 28 6.00
s 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
28.27
28.27
Aaron Pulpaneck, Laboratory /Quality Manager
Texas Firm
Texas Firm Registration Number F- 000646
Our letters and reports are for the exclusive we of the clime. °rite use ()four name must receive out prior written approval, Our letters and reports apply only to the material(s)
tested and/or inspected and are not necessaal) indicative of the yuafihes of apparently identical or similar material(s) 'Mt s report ma) not be reproduced„ exeept in U1, without
the rsnnarnrenf HVI Aawwigtre Inc