Tax 2011C-LR140210Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
2 -1 -14
Requirement
Measure
Time Sampled
10:10 AM
Date
Age
Diameter
Yards Batched
Maximum
Air Temp. (F) > 50
Air Temp. (F°)
46
Time Batched
9:07 AM
Concrete Temp. (F' < 95
Concrete Temp. (1)
60
Truck No.
3229
Slump (in.) < 4
Slump (in.)
4.5*
Ticket No.
2087869
Air Content b y Vol. ( %) 3 - 6
Air Content by Vol. ( %)
6.0
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
2-8 -14
Cylinders Molded
4
Supplier. TXI #140
120,200
4250
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
3 -1 -14
28
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup, By: Supplier
Applicable ASTM Test Standards:
C31, C39, C 138, C 143,
Cylinders Made By: HVJ Associates, Inc,
28
6.00
28.27
C17Z C173,0064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, West Bound Lane, STA 8 +00 (Roadway Paving)
Test results meet project specifications, except those marked,
Remarks: Sampled before pump truck. City inspector notified of all test results.
compression machine HVJ- 08030000048
Technician: Juan Maldonado _.
Aaron Puipaneck, Laboratory /Duality Manager
Texas Firm Regis on Number F- 000646
Martin J..Iliott, PE, Depa#n6ent Manager
Texas Fi gegistration Number F- 000646
Our letters and reports are for the erscluske use of the client, The use of our name trust receive our prior writien approval. Oetr letters and reports appl, onl to the mateaial(s)
tested and /or inspected and are not necessard) indicama of than qualities of apparentf) identical or similar matenal(s) 'R`his report mar not be reproduced, except en fidl„ without
the cnno nrofITVI 4ssnr i�,pt,q li1r
Results
Set Cyi.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
in.2
Load (lbs)
Strength (psi)
Fracture
Sec.
1 213
2-8 -14
7
6.00
28.27
109,510
3870
2
N/A
1 214
2-8 -14
7
6.00
28.27
120,200
4250
3
N/A
1 215
3 -1 -14
28
6.00
28.27
1 216
3 -1 -14
28
6.00
28.27
Test results meet project specifications, except those marked,
Remarks: Sampled before pump truck. City inspector notified of all test results.
compression machine HVJ- 08030000048
Technician: Juan Maldonado _.
Aaron Puipaneck, Laboratory /Duality Manager
Texas Firm Regis on Number F- 000646
Martin J..Iliott, PE, Depa#n6ent Manager
Texas Fi gegistration Number F- 000646
Our letters and reports are for the erscluske use of the client, The use of our name trust receive our prior writien approval. Oetr letters and reports appl, onl to the mateaial(s)
tested and /or inspected and are not necessard) indicama of than qualities of apparentf) identical or similar matenal(s) 'R`his report mar not be reproduced, except en fidl„ without
the cnno nrofITVI 4ssnr i�,pt,q li1r
%
Houston
8701 John W. Carpenter Freeway
Field
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Time Sampled
214.678.0228
San Antonio
www.hv.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO: DC1315100
816 South Coppell Road REPORT NO: C7
Coppell, Texas 75019 INSPECTION DATE: 2 -1 -14
REPORT DATE: 2 -10 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
2 -1.14
Requirement
Measure
Time Sampled
1:40 PM
Date
Age
Diameter
Yards Batched
Maximum
Air Temp. (F) > 50
Air Temp. (F°)
48
Time Batched
12:58 PM
Concrete Temp. (F' < 95
Concrete Temp. (F)
70
Truck No.
3865
Slump (in.) < 4
Slump (in.)
3.75
Ticket No.
2088655
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 #141
117,760
4160
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
3 -1 -14
28
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
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: Sandy Lake Road, West Bound Lane, STA 5 +00 (Roadway Paving)
Remarks: Ten gallons of water added
Sampled before pump truck. City inspector notified of all test results.,
compression machine HVJ -08030000048
Technician: Juan Maldonado
ierg
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm RegisV226tt Number F 6
Martin J. liott, partment Manager
Texas Fi Regis tion Number F-000646
Our letters and reports are fot the exe lusice use of the client The use of our name uttust recene our prior u ritten appmN al. Our letters and reports apply onNe to the matenal(s)
tested and /or inspected and are not necessarily mrlicatne of the gaafities of apparently denti(al or similar materials) Phis report ma) not he reproduced, except in full', without
thecnenvrintan (1.1Vl9seor-ii:ntrs tnr-.
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Da s )
(in.)
in .2
Load (Ibs)
Strength (psi.)
Fracture
Spec.
1 209
2 -8 -14
7
6.00
28.27
111,890
3960
2
N/A
1 210
2 -8 -14
7
6.00
28.27
117,760
4160
2
N/A
1 211
3 -1 -14
28
6.00
28.27
1 212
3 -1 -14
28
6.00
28.27
* Test results meet project
specifications, except those marked.
Remarks: Ten gallons of water added
Sampled before pump truck. City inspector notified of all test results.,
compression machine HVJ -08030000048
Technician: Juan Maldonado
ierg
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm RegisV226tt Number F 6
Martin J. liott, partment Manager
Texas Fi Regis tion Number F-000646
Our letters and reports are fot the exe lusice use of the client The use of our name uttust recene our prior u ritten appmN al. Our letters and reports apply onNe to the matenal(s)
tested and /or inspected and are not necessarily mrlicatne of the gaafities of apparently denti(al or similar materials) Phis report ma) not he reproduced, except in full', without
thecnenvrintan (1.1Vl9seor-ii:ntrs tnr-.