Tax 2012C-LR140212Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Results
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 1315060
REPORT NO:
C2
INSPECTION DATE':
1 -14 -14
REPORT DATE:
2 -12.14
Page I of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Southern Belle Drive, STA 5 +25, South bound lane
Speciflcatlon
Field
Date Sampled
1 -14 -14
Requirement
Results
Measure
Time Sampled
7:30 AM
Diameter
Area
Maximum
Compressive
Yards Batched
Meet
Air Temp. (F'
>50
Apr Temp. (F'
34
Time Batched
6:42 AM
Concrete Temp. (F'
<95
Concrete Temp„ (F°)
54
Truck No.
3214
Slump (in.)
<4
Slump (in.)
5*
Ticket No.
2053277
Air Content by Vol. ( %)
3 -6%
Air Content by Vol. ( %)
3.5
Yards Placed
10
Water /Cement Ratio
-
Water /Cement Ratio
-
Cylinders Molded
4
Supplier:
TXI /143
Specified Strength @ 28 days:
4000 psi
Mix ID:
8274
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup, By:
Applicable ASTM Test Standards:
C31, C39, C 138, C 143,
Cylinders Made By:
HVJ Associates, Inc.
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Southern Belle Drive, STA 5 +25, South bound lane
145 2-11-14 28 6.00
1 146 2-11-14 28 6.00
r Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results
compression machine HVJ - 08030000048
Technician: Eric Vincent
28.27 150,010 5310 3 Y
28.27 150,640 5330 3 Y
Aaron Pul'panecir, Laborat Quality Manager
Texas Firm RegMration Number
Martin J Elf ott, PE, De rtment Manager
Texas Firm Registration Number F- 000646
ow letters and reports are 6or the eschusive use of the client. The use of our name must receive our pnoa wnnen approval, Oor letters and reports apply only to the matenai(s)
tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar mattnal(s), 'This report may nor be reproduced, except in full, without
thernnwntofHVN Astnriatr•c Cnr
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
in.
Load (lbs)
Strength (psi)
Fracture
Spec.
1 143
1 -21 -14
7
6.00
28.27
118,880
4200
5
N/A
1 144
1 -21 -14
7
6.00
2817
119,490
4230
2
N/A
145 2-11-14 28 6.00
1 146 2-11-14 28 6.00
r Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results
compression machine HVJ - 08030000048
Technician: Eric Vincent
28.27 150,010 5310 3 Y
28.27 150,640 5330 3 Y
Aaron Pul'panecir, Laborat Quality Manager
Texas Firm RegMration Number
Martin J Elf ott, PE, De rtment Manager
Texas Firm Registration Number F- 000646
ow letters and reports are 6or the eschusive use of the client. The use of our name must receive our pnoa wnnen approval, Oor letters and reports apply only to the matenai(s)
tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar mattnal(s), 'This report may nor be reproduced, except in full, without
thernnwntofHVN Astnriatr•c Cnr
Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
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:
C2
INSPECTION DATE:
1 -14 -14
REPORT DATE:
2 -12 -14
Page 2 of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: South bound sidewalk of Southern Belle Drive, STA 1 +25
Specification
Field
Date Sampled
1 -14-14
Requirement
Measure
Time Sampled
8:38 AM
Date
Age
Diameter
Area
Yards Batched
Compressive
Air Temp. (F'
>50
Air Temp. (F°)
36
Time Batched
7:39 AM
Concrete Temp. (F*)
<95
Concrete Temp. (F)
52
Truck No.
6011
Slump (in.)
<5
Slump (in.)
7 1 /4*
Ticket No.
2053478
Air Content by Vol. ( %)
3 -6%
Air Content by Vol. ( %)
6.6*
Yards Placed
10
Water /Cement Ratio
-
Water /Cement Ratio
-
Cylinders Molded
4
Supplier:
TXI/ 131
2
149
Specified Strength @ 28 days:
3600 psi
Mix I'D:
8272
105,580
3730
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By:
1' 50
2-11-14
28
Applicable ASTM Test Standards:
C31, C39, Cl 38, C143,
Cylinders Made By:
HVJ Associates, Inc,
5
Y
* Test results meet project specifications, except those marked.
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: South bound sidewalk of Southern Belle Drive, STA 1 +25
Remarks: Notified Derrick Thomas of test results
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck,
Texas Firm Regisl
Manager
Martin J. Elli Depatlent Ranager -
Texas Firm Registration Number F- 000646
Our letters and repcfrts are for the exclusive tuse of the client, °Elie use of our name must receive our prior written approval, Our Betters and reports apply oal) to the material(s)
tested and/or inspected and are not necessanl) andiLative calf the qualities of apparently identical or similar marenal(s) "Mix report ma) not be reproduced, except in full, mthout
the rrmaent cif & M Aeerwiate% Inc
Results
Set
Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No.
No.
Tested
(Days)
(in.)
1n.2
Load (lbs)
Strength (psi)
Fracture
Spec.
2
147
1 -21 -14
7
6.00
28.27
74,610
2640
5
N/A
2
148
1 -21 -14
7
6.00
28.27
79,750
2820
5
N/A
2
149
2 -11 -14
28
6.00
28.27
105,580
3730
5
Y
2
1' 50
2-11-14
28
6.00
28.27
104,640
3700
5
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,
Texas Firm Regisl
Manager
Martin J. Elli Depatlent Ranager -
Texas Firm Registration Number F- 000646
Our letters and repcfrts are for the exclusive tuse of the client, °Elie use of our name must receive our prior written approval, Our Betters and reports apply oal) to the material(s)
tested and/or inspected and are not necessanl) andiLative calf the qualities of apparently identical or similar marenal(s) "Mix report ma) not be reproduced, except in full, mthout
the rrmaent cif & M Aeerwiate% Inc