Tax 2011C-LR140122Houston
8701 John W. Carpenter Freeway
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Results
214.678.0228
San Antonio
www.hvi.com
COMPRESSIVE STRENGTH OF MOLDED SOIL CEMENT CYLINDERS
ASTM D 1633 (A)
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: CTB 12
Coppell, Texas 75019 DATE SAMPLED: 1 -14 -14
REPORT DATE: 1 -22 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page I of I
Supplier: TXI Specified Strength @ 7 days: 300-700 psi
Mix ID. Cement Treated Base Nominal Cylinder Size (in.); 4.00 x 4.58
Mix Data Sup. By: Supplier Applicable ASTM Test Standards: D558, D 1632
Cylinders Made By: HVJ Associates, Inc.
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, West bound lane, STA 24 +00
AVERAGE COMPRESSIVE STRENGTH: 710
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Eric Vincent
Lab Technician: Mojahed Alfa r Aaron Pulpaneck, Laboratory/'a11ty Manager
Texas Firm Regisiation Number
Martin Elliott, PE, D ment Manager
Texas Firm Registrath InNumber F•000646
Our letters and reports are for the exclusne use of the client the use of our name must receive our prior written approval. Our letters and reports apply only to the
material(s) tested and/or inspected and are not necessarily utdirarice of the qualities of apparently identical or similar matedal(s). 'Phis report may not be reproduced, except in
fill %6thmit the rnment of11V1 lgtn-iatea Inr'
Results
Set Cyl.
Date
Age
Diameter
Height
Area
Maximum
Compressive
Meet
No. No.
Tested
(Days)
(in.)
(in.)
in?
Load (Ibs)
Strength (psi)
Spec.
1 78
1 -21 -14
7
4.00
4.58
12.57
9,070
720
N
1 79
1 -21 -14
7
4.00
4.58
12.57
8,760
695
Y
AVERAGE COMPRESSIVE STRENGTH: 710
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Eric Vincent
Lab Technician: Mojahed Alfa r Aaron Pulpaneck, Laboratory/'a11ty Manager
Texas Firm Regisiation Number
Martin Elliott, PE, D ment Manager
Texas Firm Registrath InNumber F•000646
Our letters and reports are for the exclusne use of the client the use of our name must receive our prior written approval. Our letters and reports apply only to the
material(s) tested and/or inspected and are not necessarily utdirarice of the qualities of apparently identical or similar matedal(s). 'Phis report may not be reproduced, except in
fill %6thmit the rnment of11V1 lgtn-iatea Inr'
Supplier: TXI Specified Strength @ 7 days: 300-700 psi
Mix ID: Cement Treated Base Nominal Cylinder Size (in.): 4.00 x 4.58
Mix Data Sup. By: Supplier Applicable ASTM Test Standards: D558,131632
Cylinders Made By: HVJ Associates, Inc.
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, West bound lane, STA 21 +00
Houston
8701 John W. Carpenter Freeway
Results
Set Cyl.
Date
Age
Suite 250
Height
Area
MW
Compressive
Austin
Dallas, TX 75247
Tested
(Days)
(in.)
(in.)
Dallas
214.678.0227
Strength (psi)
Spec.
1 116
214.678.0228
A S S O C I AT f S
San Antonio
www.hvj.com
COMPRESSIVE STRENGTH OF MOLDED SOIL CEMENT CYLINDERS
ASTM D 1633 (A)
580
CLIENT: City of Coppell
PROJECT NO.: DC1315100
816 South Coppell Road
REPORT NO: CTB 13
Coppell, Texas 75019
DATE SAMPLED: 1 -15 -14
12.57
REPORT DATE: 1 -22 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Y
Page I of I
Supplier: TXI Specified Strength @ 7 days: 300-700 psi
Mix ID: Cement Treated Base Nominal Cylinder Size (in.): 4.00 x 4.58
Mix Data Sup. By: Supplier Applicable ASTM Test Standards: D558,131632
Cylinders Made By: HVJ Associates, Inc.
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, West bound lane, STA 21 +00
AVERAGE COMPRESSIVE STRENGTH: 610
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Mojahed A1far
_..
Lab Technician: Mojahed Alfa r Aaron Pulpaneck, Laborat66/Quality Manager
Texas Firm
Martin f. Elliott, P , epartrnent Manag
Texas Regi tion Number F- 000646
Our letters and reports are for the exclusive use of the client "Ilie use of our name must receive our prior written approval Our letters and reports app]} only to the
material(s) tested and/or inspected and are not necessarily indicative of the qualities of apparent])- identical or similar matenal(a) 'This report may not be veprodixed, cNcept in
fill uithnnt the rnmrnt off IVI Aeenriatea Inr
Results
Set Cyl.
Date
Age
Diameter
Height
Area
Maximum
Compressive
Meet
No. No.
Tested
(Days)
(in.)
(in.)
J in.
Load (Ibs)
Strength (psi)
Spec.
1 116
1 -22 -14
7
4.00
4.58
12.57
7,300
580
Y
1 117
1 -22 -14
7
4.00
4.58
12.57
7,990
635
Y
AVERAGE COMPRESSIVE STRENGTH: 610
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Mojahed A1far
_..
Lab Technician: Mojahed Alfa r Aaron Pulpaneck, Laborat66/Quality Manager
Texas Firm
Martin f. Elliott, P , epartrnent Manag
Texas Regi tion Number F- 000646
Our letters and reports are for the exclusive use of the client "Ilie use of our name must receive our prior written approval Our letters and reports app]} only to the
material(s) tested and/or inspected and are not necessarily indicative of the qualities of apparent])- identical or similar matenal(a) 'This report may not be veprodixed, cNcept in
fill uithnnt the rnmrnt off IVI Aeenriatea Inr
Houston
8701 John W. Carpenter Freeway
REPORT NO.:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
146
214.678,0228
San Antonio
www.hvl.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:
1 -22 -14
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Southern Belle Drive, STA 5 +25, South bound lane
Results
Set Cyl. Date Age Diameter Area Maximum Compressive Type of Meet
No. No. Tested (Days) (in.,) in. Load (Ibs) Strength (psi) Fracture Spec.
1 143 1 -21 -14 7 6.00 28.27 118,880 4200 5 N/A
144
1- 21 -14
7
6.00
Page I of
2
28
PROPERTIES OF FRESH CONCRETE
146
SAMPLING DATA
28
Specification
Field
Date Sampled
1 -14 -14
Requirement
Measure
Time Sampled
7:30 AM
Yards Batched
Air Temp. (F'
>50
Air 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, C138, C143,
Cylinders Made By.
HVJ Associates, Inc.
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Southern Belle Drive, STA 5 +25, South bound lane
Results
Set Cyl. Date Age Diameter Area Maximum Compressive Type of Meet
No. No. Tested (Days) (in.,) in. Load (Ibs) Strength (psi) Fracture Spec.
1 143 1 -21 -14 7 6.00 28.27 118,880 4200 5 N/A
144
1- 21 -14
7
6.00
145
2-11-14
28
6.00
146
2-11-14
28
6.00
Test results meet project specifications, except those marked.
Remarks: Nodfied Derrick Thomas of test results
compression machine HVJ - 08030000048
Technician: Eric Vincent
28.27 119,490 4230
28.27
28.27
Martin J. Elton, PE, D p ment Manager
Texas Firm Registration Number F•000646
N/A
Our letters and reports are for the ew,oh live use of the client Tliv use orf our t=ie must re(ene our prior written approval, Our letters and reports apple onlq to the nwaterial)'s)
tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar matenal(s), 'This report may' ncrt be reproduced, except in full, without
the mnnentoif IM Acvr,ri.sutrc Pnr
Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
214.678.0228
San Antonto
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:
1 -22 -14
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: South bound sidewalk of Southern Belle Drive, STA 1+25
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.
2 147 1 -21 -14 7 6.00 28.27 74,610 2640 5 N/A
148 1 -21 -14
149 2 -11 -14
I50 2.11 -14
7 6.00
28 6.00
28 6.00
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results
compression machine HVJ- 08030000048
Technician: Eric Vincent
28.27 79,750 2820
28.27
28.27
Martin J..Iliott, PE, q0artmint Manager
Texas Firm Registration Number F- 000646
N/A
f:firur letters and reports are. for the esr atsne IL9C of the client '11re use of our name must receive 01'r Poor written approval, (or letters and repmrs apply onh to the ntaunal(s)
tested and/or inspected and are not riv essard) indicatne of the qualities of apparently identical or similar matertal(s). 'Phis report may not be reproduced, except in full„ without
the r, onvrnt of H V 16A+tsa,riateq hte
Page 2 of
2
PROPERTIES OF FRESH CONCRETE
SAMPLING DATA
Spedilcation
Field
Date Sampled
1 -14-14
Requirement
Measure
Time Sampled
8:38 AM
Yards Batched
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
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, C138, C143,
Cylinders Made By:
HVJ Associates, Inc.
C172, C173, C1064. C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: South bound sidewalk of Southern Belle Drive, STA 1+25
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.
2 147 1 -21 -14 7 6.00 28.27 74,610 2640 5 N/A
148 1 -21 -14
149 2 -11 -14
I50 2.11 -14
7 6.00
28 6.00
28 6.00
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results
compression machine HVJ- 08030000048
Technician: Eric Vincent
28.27 79,750 2820
28.27
28.27
Martin J..Iliott, PE, q0artmint Manager
Texas Firm Registration Number F- 000646
N/A
f:firur letters and reports are. for the esr atsne IL9C of the client '11re use of our name must receive 01'r Poor written approval, (or letters and repmrs apply onh to the ntaunal(s)
tested and/or inspected and are not riv essard) indicatne of the qualities of apparently identical or similar matertal(s). 'Phis report may not be reproduced, except in full„ without
the r, onvrnt of H V 16A+tsa,riateq hte