Tax 2011C-LR131231Houston 8701 John W. Carpenter Freeway
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 PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C2
Coppell, Texas 75019 INSPECTION DATE: 12.3 -1'3
REPORT DATE: 12 -31 -1' 3
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page I of 3
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
12 -3 -13
Requirement
Set Cyl. Date Age Diameter
Measure
Time Sampled
7:29 AM
Type of
Meet
No. No. Tested (Days) (in.)
Yards Batched
Load (Ibs)
Air Temp. (F� > 50
Air Temp. (F°)
46
Time Batched
6:48 AM
Concrete Temp. (F) <95
Concrete Temp. (F°)
83
Truck No.
8042
Slump (in.) < 4
Slump (in.)
6 1/2*
Ticket No.
2004224
Air Content by Vol. ( %) 3 - 6
Air Content by Vol. ( %)
5.4
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
28.27
Cylinders Molded
4
Supplier. TXI /141
Y
* Test results meet project specifications, except those marked.
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
Derrick with the City of Coppell via telephone.
Applicable ASTM Test Standards:
C31. C39, C 138, C 143,
Cylinders Made By: HVJ Associates, Inc.
compression machine HVJ - 08030000048
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at Station 97 +20, West bound outside lane
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/ uality Manager
Number F- 000646
Our letters and reports arc for the extIustce list of the client The use of our name must receive our prior written apprsral. Our letters and reports apply 4tnl) to rite material(s)
tested and /or inspected and are not necessanly indicative of the qualities of apparenth identical or similar material(( ), This report ma) not be reproduced, except in full, %ithout
thrrrutgentnl'FfV1 A, ;%nriatrc lnr
Results
Set Cyl. Date Age Diameter
Area
Maximum
Compressive
Type of
Meet
No. No. Tested (Days) (in.)
in?
Load (Ibs)
Strength (psi)
Fracture
Sec,
I 967 12 -10 -13 7 6.00
28.27
107,630
3810
5
N/A
I 968 12 -10 -13 7 6.00
28.27
108,570
3840
3
N/A
I 969 12 -31 -13 28 6.00
28.27
130,240
4610
3
Y
I 970 12 -31 -13 28 6.00
28.27
129,970
4600
3
Y
* Test results meet project specifications, except those marked.
Remarks: Poured about 5 y' before the slump test was finished, then stopped pouring this truck and moved to the next
truck. Notified
Derrick with the City of Coppell via telephone.
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/ uality Manager
Number F- 000646
Our letters and reports arc for the extIustce list of the client The use of our name must receive our prior written apprsral. Our letters and reports apply 4tnl) to rite material(s)
tested and /or inspected and are not necessanly indicative of the qualities of apparenth identical or similar material(( ), This report ma) not be reproduced, except in full, %ithout
thrrrutgentnl'FfV1 A, ;%nriatrc lnr
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.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C2
Coppell, Texas 75019 INSPECTION DATE: 12 -3 -1'3
REPORT DATE: 12 -31 -13
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page 2 of 3
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
12 -3.13
Requirement
Measure
Time Sampled
9:36 AM
Set
Cyl.
Date
Yards Batched
Diameter
Air Temp. (F� > 50
Air Temp. (F°)
50
Time Batched
8:45 AM
Concrete Temp. (F' < 95
Concrete Temp. (F°)
79
Truck No.
3230
Slump (in.) < 4
Slump (in.)
4
Ticket No.
2004750
Air Content b y Vol. ( %) 3 - 6
Air Content by Vol. ( %)
4.8
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
4140
Cylinders Molded
4
Supplier: TXI/ 141
972
12 -10 -13
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
119,030
4210
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
973
12 -31 -13
Applicable ASTM Test Standards:
C31, C39, C138, C143,
Cylinders Made By: HVJ Associates, Inc.
139,820
4950
3
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION; Road patch at Station 59+10
Remarks: Notified Derrick from City of Coppell of test results.
compression machine HVJ- 08030000048
Technician: Eric Vincent -•• "
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm Registration Number„F'- 000646
Martin X'ke'gistratio iott, PE, De ent Manager
Texas n "um ber F- 000646
Our letters and reports are for the exclusive use of the client, The use of our name must receive out prior %vntten approval. Our Iletters awid reports apply only to the matenal(s)
tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar matenal(s) This report may not be reproduced, except in full, without
thg, rnnspntmf3yVl Assnriatps dnr
Results
Set
Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No.
No.
Tested
Days)
(in.)
in?
Load (Ibs)
Strength (psi)
Fracture
Sec.
2
971
12 -10 -13
7
6.00
28.27
117,000
4140
2
N/A
2
972
12 -10 -13
7
6.00
28.27
119,030
4210
2
N/A
2
973
12 -31 -13
28
6.00
28.27
139,820
4950
3
Y
2
974
12 -31 -13
28
6.00
28.27
140,850
4980
3
Y
* Test results meet
project specifications,
except those marked.
Remarks: Notified Derrick from City of Coppell of test results.
compression machine HVJ- 08030000048
Technician: Eric Vincent -•• "
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm Registration Number„F'- 000646
Martin X'ke'gistratio iott, PE, De ent Manager
Texas n "um ber F- 000646
Our letters and reports are for the exclusive use of the client, The use of our name must receive out prior %vntten approval. Our Iletters awid reports apply only to the matenal(s)
tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar matenal(s) This report may not be reproduced, except in full, without
thg, rnnspntmf3yVl Assnriatps dnr
Houston 8701 John W, Carpenter Freeway
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 PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C2
Coppell, Texas 75019 INSPECTION DATE: 12 -3 -13
REPORT DATE: 12 -31 -13
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page 3 of 3
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Feld
Date Sampled
12.3 -13
Requirement
Measure
Time Sampled
2:50 PM
Yards Batched
Air Temp. (F) > 50
Air Temp. (F)
73
Time Batched
1:44 PM
Concrete Temp. (F' < 95
Concrete Temp. (F°)
79
Truck No.
3850
Slump (in.) < 4
Slump (in.)
4
Ticket No.
20005959
Air Content b y Vol. ( %) 3 - 6
Air Content by Vol. ( %)
3.3
Yards Placed
10
Water /Cement Ratio -
Water /Cement Ratio
Cylinders Molded
4
Supplier. TXI /141
Specified Strength @ 28 days:
3600
psi
Mix ID: 8274
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
Applicable ASTM Test Standards:
C31, C39, C 138,
C143,
Cylinders Made By: HVJ Associates, Inc.
C17Z C173, CI064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at Station 73 +75
Results
Set Cyl. Date Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No. Tested (Days)
(in.)
in.2
Load (lbs)
Strength (psi)
Fracture
Spec.
3 975 12 -10-13 7
6.00
28.27
130,400
4610
2
N/A
3 976 12 -10 -13 7
6.00
28.27
127,480
4510
2
N/A
3 977 12 -31 -13 28
6.00
2817
147,620
5220
5
Y
3 978 12 -31 -13 28
6.00
28.27
155,200
5490
2
Y
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick from the City of Coppell of test results, .
compression machine HVJ -08030000048
Technician: Eric Vincent
Aaron Pule P aneck, Laborato ry / Q6a1it Manager
Texas Firm
Martin Elliott, PE,
Texas Revistr.
Number F- 000646
Number F- 000646
Our letters and reports are for the exclusr +c^ use of the client The use of our name must recenna our prior tvmten aappro%al Our letters and reports apple onil, to the materials)
tested and /or inspected and are not necessarih indicative of the qualities of apparenti) identical or similar matenal(.q) This report ma) not be reproduced, except in full, without
the rnownt of HV'i A,%Anriwra 9 nr