Tax 2011C-LR140224Houston
8701 John W. Carpenter Freeway
Field
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Time Sampled
214.678.0228
San Antonio
www.hvj.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C4
Coppell, Texas 75019 INSPECTION DATE: 1 -25 -14
REPORT DATE: 2 -24 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page I of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1.25 -14
Requirement
Measure
Time Sampled
11:55 AM
Date
Age
Diameter
Yards Batched
Maximum
Air Temp. (F' > 50
Air Temp. (F)
55
Time Batched
11:22 AM
Concrete Temp. (F' < 95
Concrete Temp. (F*)
59
Truck No.
4214
Slump (in.) < 4
Slump (in.)
5 1/2*
Ticket No.
2075918
Air Content by Vol. ( %) 3 - 6
Air Content by Vol. ( %)
4.6
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
-
Cylinders Molded
4
Supplier: TXI /141
127,700
4520
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
2 -22 -14
28
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
5350
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 patch West bound lane, STA 24 +00
Remarks: Notified Derrick Thomas of test results,
compression machine HVJ - 08030000048
Technician: Eric Vincent .�--
Aaron Pul'paneck, Laborato Quality Manager
Texas Firm R tration Number F- 000646
Ma J- iott, P epartment Manager
Texas Firm Rei?is ration Number F- 000646
Our letters and reports are for the exclusive use of the client 1'he use of our name must receive our prior written approval Our letters and reports appl) only to the matenal(,$)
tested and/or' inspected and are not necessanh indicative of the quahoes 4 apparend) identical or similar matenal(s). This 'report ma) not be reproduced, except in full, without
ihrr�nu•wetofFNi Aaanriare for
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
if In?
Load (Ibs)
Strength (psi)
Fracture
Spec.
1 189
2 -1 -14
7
6.00
28.27
128,140
4530
3
N/A
1 190
2 -1 -14
7
6.00
28.27
127,700
4520
2
N/A
1 191
2 -22 -14
28
6.00
28,27
151,270
5350
3
Y
1 192
2 -22 -14
28
6.00
28.27
153,210
5420
2
Y
* Test results meet project specifications,
except those marked.
Remarks: Notified Derrick Thomas of test results,
compression machine HVJ - 08030000048
Technician: Eric Vincent .�--
Aaron Pul'paneck, Laborato Quality Manager
Texas Firm R tration Number F- 000646
Ma J- iott, P epartment Manager
Texas Firm Rei?is ration Number F- 000646
Our letters and reports are for the exclusive use of the client 1'he use of our name must receive our prior written approval Our letters and reports appl) only to the matenal(,$)
tested and/or' inspected and are not necessanh indicative of the quahoes 4 apparend) identical or similar matenal(s). This 'report ma) not be reproduced, except in full, without
ihrr�nu•wetofFNi Aaanriare for
Houston 8701 John W. Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214.678.0227
214.678.0228
RAS S WATr S San Antonio www.hvj.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C4
Coppell, Texas 75019 INSPECTION DATE: 1 -25 -14
REPORT DATE: 2 -24 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page 2 of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
field
Date Sampled
1 -25 -14
Requirement
Measure
Time Sampled
3:44 PM
Set
Cyl.
Date
Yards Batched
Diameter
Air Temp. (F' > 50
Air Temp. (F)
64
Time Batched
245 PM
Concrete Temp. (F' < 95
Concrete Temp. (F)
62
Truck No.
4867
Slump (in.) < 4
Slump (in.)
8*
Ticket No,
2076493
Air Content by Vol. ( %) 3 - 6
jkr Content by Vol. ( %)
4.7
Yards Placed
10
Water /Cement Ratio
Water /Cement Ratio
-
Cylinders Molded
4
Supplier: TXI /131
186
2 -1 -14
Specified Strength @ 28 days:
3600 psi
Mix ID: 4867
110,740
3920
Nominal Cylinder Size (in):
6 x 12
Mix Data Sup. By: Supplier
187
2 -22 -14
Applicable ASTM Test Standards:
C31, C39, C 138, C 143,
Cylinders Made By: HVJ Associates, Inc.
136,760
4840
2
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at STA 31 +00, West bound lane
Remarks: Notified Derrick Thomas of test results.
Ten gallons of water added
compression machine HVJ -08030000048
Our letters and reports are for the eeclusis a use of the client. `nie use of our name must receive our prior written approval. Our letters and reports appljr only to the material(s)
tested and /or inspected and are not necessarily mclicatne of the qualities of apparently identical or similar materials ). This report may not be reproduced, except ut full, without
thernnsrneo,JHVl Acmnriatev, . 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.
2
185
24-14
7
6.00
28.27
113,120
4000
3
N/A
2
186
2 -1 -14
7
6.00
28.27
110,740
3920
3
N/A
2
187
2 -22 -14
28
6.00
2817
136,760
4840
2
Y
2
188
2 -22 -14
28
6.00
28.27
134,200
4750
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
Our letters and reports are for the eeclusis a use of the client. `nie use of our name must receive our prior written approval. Our letters and reports appljr only to the material(s)
tested and /or inspected and are not necessarily mclicatne of the qualities of apparently identical or similar materials ). This report may not be reproduced, except ut full, without
thernnsrneo,JHVl Acmnriatev, . Inc