Tax 2011C-LR140124Page I of 1
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 16 +00
Results
Set Cyl, Date Age Diameter Height Area Maximum Compressive Meet
No. No. Tested (Days) (in.) (in.) in? Load (Ibs) Strength (psi) Spec.
1 125 1 -23 -14 7 4.00 4.58 12.57 6,940 550 Y
126 1 -23 -14 7 4.00 4.58 12.57 6,520 520
AVERAGE COMPRESSIVE STRENGTH:
Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Brandon Lowrance
Lab Technician: Mojahed Alfar
S35
Y
Martin J. EllkS'PE, DepACoent Manager
Texas Firm Registration Number F- 000646
Our letters and reports are for the exclusive use of the client. The use of our name must receive our prior vvxitten approval. Our letters and tepoots apytlg only to the
material(sj tested and/or inspected and are not necessarily indicative of the qualities of apparently identical or similar material(s) 'This report may aot he repersduced, except in
hill withrott the r nvrnt of HVI Ae twiatea Inr
Houston
8701 John W. Carpenter Freeway
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
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: CTB15
Coppell, Texas 75019 DATE SAMPLED: 1 -17 -14
REPORT DATE: 1 -24 -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 8 +00
Results
Set Cyl. Date Age Diameter Height Area Maximum Compressive Meet
No. No. Tested (Days) (in.) (in.) in .2) Load (lbs) Strength (psi) Spec.
1 127 1 -24 -14 7 4.00 4.58 12.57 5,550 440 Y
128 1 -24 -14 7 4.00 4.58 12.57 5,420 430
AVERAGE COMPRESSIVE STRENGTH: 435
* 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/- Quality Manager
Texas Firm Registration Number F- 000646
Y
Our letters and reports are for the exclusive use of the client. The use of our name must nwceive our prior written approval, Our letters and reports apply only to the
matena %(s) tested and/or inspected and are not necessarily indicative of the qualities of apparently identical or similar material(s). 'Phis report may not be reproduced, except in
fidl uithrnttthvronRentof14VI Aavnriatra Inr
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 6 +00
Results
Set Cyl. Date Age Diameter Height Area Maximum Compressive Meet
No. No. Tested (Days) (in.) (in.) in. Load (Ibs) Strength (psi) Spec.
1 137 1 -25 -14 7 4.00 4.58 12.57 5,760 460 Y
138 1 -25 -14 7 4.00 4.58 12.57 5,580 445
AVERAGE COMPRESSIVE STRENGTH:
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Moi hed Alfar
Lab Technician: Mojahed Alfar
4S5
Y
Martin LEIIiott, PE, DSartment Manager
Texas Firm Registration Number F- 000646
Our letters and reports are for the exclusive use of the client The use of o4r name must receive our prior written approval. Our letters and reports apply only to the
materials) tested and/ or inspected and are not necessarily indicative of the qualities of apparently` identical or similar material(s). 11us report map not be reproduced, except in
fill %6thnntthernn%,ntofFIVI Aaa,uiatra Inc
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 3 +75
Results
Set Cyl. Date Age Diameter Height Area Maximum Compressive Meet
No. No. Tested (Days) (in.) (in.) in. Load (lbs) Strength (psi) Spec.
1 141 1 -28 -14 7 4.00 4.58 12.57 4,140 330 Y
142 1 -28 -14 7 4.00 4.58 12.57 4,050 320
AVERAGE COMPRESSIVE STRENGTH: 325
* 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 Alfar Mr
! Aaron Pu
Lab Technician: Mo'ahed Alb j'paneck, Laboratory/ uality Manager
Texas Firm Registration Number F- 000646
Martin J. Elliott, PE, Department Manager
Texas Firm Registration Number F- 000646
Y
material(s) tested and/or inspected and are not necessaril • indncatne of the qualities of a apparently identical ortor filar ma approval Our letters and reports odu d, e e the
Our letters and reports are for the exclusne use of the
} pp similar matea4al(s). "71rs report may not Ix reproduced, except in
AM a7thrint the rnrparnt of 14V Aaanriauna Inr
Page I of 1
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 4 +00
AVERAGE COMPRESSIVE STRENGTH: 400
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
w
Field Technician: Mojahed Alfar .--�- - .-
Lab Technician: Technician: Mo'ahed Alfa Aaron Pulpaneck, Laboratory
Quality Manager
Texas Firm
Martin J. iota PE,
exas
T Fi Re- eistr,
Number
µftmftt Manager _.
Number F- 000646
Our letters and reports are for the exclusive use of the client. The use of our name must receive our prior vv-ritten approval, Our letters and reports apply only to the
maierial(s) tested and/or inspected end are not necessarily indicative of the qualities of apparently identical or similar material(s), "11us report may not be reproduced, except in
fill tcithnnt the u- nnvent of RVI lvanriatev Inr
Results
Set Cyl.
Date
Age
Diameter
Height
Area
Maximum
Compressive
Meet
No. No.
Tested
(Days)
(in.)
(in.)
in?
Load (Ibs)
Strength (psi)
Spec.
1 139
1 -27 -14
7
4.00
4.58
12.57
5,080
405
Y
1 140
1 -27 -14
7
4.00
4.58
12.57
4,960
395
Y
AVERAGE COMPRESSIVE STRENGTH: 400
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
w
Field Technician: Mojahed Alfar .--�- - .-
Lab Technician: Technician: Mo'ahed Alfa Aaron Pulpaneck, Laboratory
Quality Manager
Texas Firm
Martin J. iota PE,
exas
T Fi Re- eistr,
Number
µftmftt Manager _.
Number F- 000646
Our letters and reports are for the exclusive use of the client. The use of our name must receive our prior vv-ritten approval, Our letters and reports apply only to the
maierial(s) tested and/or inspected end are not necessarily indicative of the qualities of apparently identical or similar material(s), "11us report may not be reproduced, except in
fill tcithnnt the u- nnvent of RVI lvanriatev Inr