Tax 2011C-LR140212Houston 8701 John W. Carpenter Freeway
Suite 250
'dun Dallas, TX 75247
Dallas 214.678.0227
214.678.0228
A 5 SO C' I AT F 5 San Antonio www.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C8
Coppell, Texas 75019 INSPECTION DATE: 2-4-14
REPORT DATE: 2 -12 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page I of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Speclficatlon Field Date Sampled 2-4 -14
Requirement Measure Time Sampled 10:25 AM
Yards Batched
Air Temp. (F' > 50 Air Temp. (F) 41 Time Batched 9:33 AM
Concrete Temp. (F' < 95 Concrete Temp. (F) 54 Truck No. 6003
Slump (in.) < 4 Slump Qn.) 5 1/2* Ticket No. 2090733
Air Content by Vol. ( %) 3-6 Air Content by Vol. ( %) 4.2 Yards Placed 10
Water /Cement Ratio - Water /Cement Ratio - Cylinders Molded 4
Supplier. TXI /131 Specified Strength @ 28 days: 3600 psi
Mix ID: 8274 Nominal Cylinder Size (in.): 6x 12
Mix Data Sup. By: Supplier Applicable ASTM Test Standards. C31, C39, C138, C143,
Cylinders Made By: HVJ Associates, Inc. C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at STA 10 +75, West bound lane
227 3-4 -14 28 6.00
228 3-4 -14 28 6.00
* Test results meet project specifications, except those marked.
Remarks: 30 gallons of water added
Notified Derrick Thomas of test results
compression machine HVJ - 08030000048
Technician: Eric Vincent
28.27
28.27
Aaron Pulpaneck, Laborato uality Manage
Texas Firm Rexist, ion Number F- 000646
Martiri J Mott, PE, D a ent Manager
Texas Firm Ae"gistrati Number F- 000646
Our letters and reports are for the exclusive 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 necessanly indicative of the qualities of apparcntly identical or similar matenal(s). This report may not be reproduced„ except in full, without
the rnmrnt of HVI A%—iatrs lnr
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
1n.2
Load (lbs)
Strength (psi)
Fracture
Spec.
1 225
2-11-14
7
6.00
28.27
128,060
4530
2
N/A
1 226
2-11-14
7
6.00
28.27
125,660
4440
2
N/A
227 3-4 -14 28 6.00
228 3-4 -14 28 6.00
* Test results meet project specifications, except those marked.
Remarks: 30 gallons of water added
Notified Derrick Thomas of test results
compression machine HVJ - 08030000048
Technician: Eric Vincent
28.27
28.27
Aaron Pulpaneck, Laborato uality Manage
Texas Firm Rexist, ion Number F- 000646
Martiri J Mott, PE, D a ent Manager
Texas Firm Ae"gistrati Number F- 000646
Our letters and reports are for the exclusive 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 necessanly indicative of the qualities of apparcntly identical or similar matenal(s). This report may not be reproduced„ except in full, without
the rnmrnt of HVI A%—iatrs lnr
REPORT DATE: 2 -12 -14
PROJECT: Tax 201' 1 Sandy Lake Road Pavement Repair
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at STA 10 +75, West bound lane
Results
Set Cyl. Date Age Diameter Area Maximum Compressive Type of Meet
No. No. Tested (Days) (in.) in „2 Load (Ibs) Strength (psil) Fracture Spec.
2 229 2 -11-14 7 6.00 28.27 131,740 4660 3 N/A
230
2 -11 -14
7
Page 2 of
2
PROPERTIES OF FRESH CONCRETE
28
SAMPLING DATA
Specification
3-4 -14
Field
Date Sampled
2 -4-14
Requirement
Measure
Time Sampled
2:00 PM
Yards Batched
Air Temp. (F' > 50
Air Temp. (F'
45
Time Batched
12:24 PM
Concrete Temp. (F' < 95
Concrete Temp. (F)
54
Truck No.
3224
Slump (in.) <4
Slump (in,)
31/4
Ticket No.
2090981
Air Content by Vol. ( %) 3 - 6
Air Content by Vol. ( %)
4.9
Yards Placed
10
Water /Cement Ratio
Water /Cement Ratio
Cylinders Molded
4
Supplier: TXI /142
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, C138, C143,
Cylinders Made By: HVJ Associates, Inc.
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at STA 10 +75, West bound lane
Results
Set Cyl. Date Age Diameter Area Maximum Compressive Type of Meet
No. No. Tested (Days) (in.) in „2 Load (Ibs) Strength (psil) Fracture Spec.
2 229 2 -11-14 7 6.00 28.27 131,740 4660 3 N/A
230
2 -11 -14
7
600
231
3-4 -14
28
6.00
232
3-4 -14
28
6.00
* Test results meet project specifications, except those marked,
Remarks: Five gallons of water added
Notified Derrick Thomas of test results
compression machine HVJ -08030000048
Technician: Eric Vincent
28.27 128,370 4540
28.27
28.27
N/A
Our letters and reports are for the exclusive use oft he client - rhe use of our name must ret eiv a our prior written approt °al. Our letters and reports apph oniv to the anaterial(s)
tested and /or inspected and are not necessatilp indicative of the gaiahties of apparentl) identical or sinidar material(s). `Fhds report may not be reproduced, c'Lcept in fuli, without
the r,,mgent,4f HV1 Assnreatrs Inc