Tax 2011C-LR140130PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
REPORT DATE: 2.3-14
Page I Of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Results
Field
Date Sampled
1-25-14
Requirement
1 189 2-1-14 7 6.00 28.27 128,140 4530
Measure
Time Sampled
11:55 AM
Yards Batched
Air Temp. > 50
Air Temp. (F)
5S
Time Batched
1 1:22 AM
Concrete Temp. (F*) 495
Concrete Temp. (F)
59
Truck No.
4214
Slump (in) < 4
Slump (in.)
5 1/2*
Ticket No.
2075918
Air Content by Vol. (%) 3-6
Air Content by Vol. (%)
4.6
Yards Placed
10
Water/Cement Ratio
Water/Cement Ratio
Cylinders Molded
4
Supplier. TXV141
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, C 138, C 143,
Cylinders Made By: HVj Associates, Inc,
0172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch West bound lane, STA 24+00
190 2-1-14 7 6.00
191 2-22-14 28 6.00
192 2-22-14 28 6.00
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results.
compression machine HVJ-08030000048
28.27 127,700 4520
28.27
28.27
... .. ....
Aaron Pulpaneck Laboratory/Quality'-Manager-
Texas Firm 00646
Texas Firm Registration Number F-000646
N/A
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 nutterial(s)
tested and/or inspected and are not necessarily indicative of the qualities of apparently identical or surular material (a). This report may not be reproduced, except in full, without
the rnntent of 14VT A—iatt Inc
Results
Set Cyl. Date Age Diameter Area Maximum Compressive
Type of Meet
No. No. Tested (Days) (in.) ( In?) Load Qbs) Strength (psi)
Fracture Spec.
1 189 2-1-14 7 6.00 28.27 128,140 4530
3 N/A
190 2-1-14 7 6.00
191 2-22-14 28 6.00
192 2-22-14 28 6.00
* Test results meet project specifications, except those marked.
Remarks: Notified Derrick Thomas of test results.
compression machine HVJ-08030000048
28.27 127,700 4520
28.27
28.27
... .. ....
Aaron Pulpaneck Laboratory/Quality'-Manager-
Texas Firm 00646
Texas Firm Registration Number F-000646
N/A
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 nutterial(s)
tested and/or inspected and are not necessarily indicative of the qualities of apparently identical or surular material (a). This report may not be reproduced, except in full, without
the rnntent of 14VT A—iatt Inc
III milvin
Mr�%'V'S,'O C �IAT r S
11 -
Houston
8701 John W. Carpenter Freeway
Field
Suite 250
Austin
Dallas, TX 75247
DWI,
214.678.0227
Time Swoed
214.678.0228
San Antonlo
www.".com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C4
Coppell, Texas 75019 INSPECTION DATE: f -25 -14
REPORT DATE: 2-3-14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page 2 Of
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
2-1-14
Field
Date Sampled
1.2544
Requirement
28
Measure
Time Swoed
3:44 PM
28
6.00
Yards Batched
Air Temp. (F) > 50
Air Temp. (F)
64
Time Batched
2AS PM
Concrete Temp. (F) < 9S
Concrete Temp. (F)
-62
Truck No.
4867
Slump (in.) -c 4
Skimp (in)
8*
Ticket No.
2076493
Air Content by Vol. (%) 3-6
Air Content by Vol. (%) -
4.7
Yards Placed
10
Water/Cement Ratio
Water/Cenient Ratio
-
Cylinders Molded
4
Supplier TXU131
Specified Strength @ 28 days:
3600 psi
Mx ID: 4867
Nominal Cylinder Size (in.):
6x 12
Mix Data Sup, Br. Supplier
Applicable ASTH Test Standards:
C31, C39, C138, C143,
Cylinders I"lacle Br. HVJ Associates, Inc.
C I 7Z C173, 01064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at STA 31+00, West bound lane
Results
Set Cyl- Date Age Diameter Area Maximum Compressive Type of Meet
No. Na. Tested (Days
(in.) 2 Load (lbs) Strength (psi) Fracture Spec.
2 185 2-1-14 7 6.00 28.27 113,120 4000 3 N/A
186
2-1-14
7
6.00
187
2-22-14
28
6.00
188
2.22-14
28
6.00
* Test results meet project specifications, except those marked.
Rwriaria: Notified Derrick Thomas of test results.
compression machine HVJ-09030000048
Technician: Eric Vincent
28.27 110,740 3920
28.27
28.27
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm Registration Number F
Al
Martin J. 150116tt, PE, Depa t Manager
k....,.
Texas Firm Registration N =m'ber F-000646
N/A
Our letters and reports arc 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 necessarily indicative of the qualities of apparently identical or suntlar materials) This report may not be reproduced, except in full, vAthout
thp,—vontnFRWA—c af- In,
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
REPORT DATE: 1-30-14
Page I of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Spedficadon
Field
Date Sampled
1-22,14
Requirement
Measure
Time Sampled
7-04 AM
Yards Batched
Air Temp. (F) > SO
Air Temp. (F)
32
Time Batched
6:29 AM
Concrete Temp. (F) <9S
Concrete Temp. (F*)
54
Truck No.
7014
Slump (in.) < 4
slump On.)
4 3/4*
Ticket No.
2070002
Air Content by Vol. (%) 3-6
Air Content by Vol, (%)
4.9
Yards Placed
10
Water/Cement Ratio
Water/Cement Ratio
-
Cylinden Molded
4
Supplier, TXI/141
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, C 138, C 143,
Cylinders Made Br. HVj Associates, Inc.
C 17 C173, 01064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at STA 44+00, 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 (psi) Fracture Spec.
1 169 1-29-14 7 6.00 28.27 128,770 4550 3 N/A
170 1-29-14 7 6.00
171 2-19.14 28 6.00
172 2-19-14 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
28.27 129,680 4590
28.27
28.27
Aaron Pulpaneck, Laboratory /Quality Manager
Texas Firm Regi tion Numb F•0006
46
71
Martin J. Depa t Manager
Tom Firm , Registration Ntll 7"ber F-000646
M
Our letters and reports are for the exclusive use of the chent. The use of our name must receive our prior wnuen Approval. Our letters and reports apply only to the material(s)
tested and/or inspected and am not necessanly indicative of the qualities of apparently identical or similar matenal(s), This report may not be reproduced, except in full, vnthout
th,rnn—ntnFHV1 Aq,,nri.t— Tnr
MIM
IASNOCIATFS
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.hyl.com
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page 2 Of 2
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
1-22-14
Requirement
Measure
Time Sampled
10,43 AM
Set
CO.
Date
Yards Batched
Diameter
Air Temp. (F) > 50
Air Temp. (F)
4S
Tkne Batched
10.0 AM
Concrete Temp. n < 95
Concrete Temp. (F)
60
Truck No.
8041
Slump Qn.) < 4
Slump on.)
6*
Ticket No.
2071671
Air Content by Vol. (%) 3-6
Air Content by Vol. (%)
4.4
Yards Placed
10
Water/Cement Ratio
Water/Cement Ratio
4630
Cylinders Molded
4
Supplier. TXV141
174
1-29-14
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
127,240
4500
Nominal Cylinder Size (in.):
6x 12
Mix Data Sup. Br. Supplier
175
2-19-14
Applicable ASTM Test Standards:
C31, C39, C 138, C 143,
Cylinders Made By- HVJ Associates, Inc.
0172, C 173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road Patch at STA 40+00, West bound lane
* Test results meet project specifications, except those marked.
Retnarls: Ten gallons of water added
Notified Derrick Thomas of test results, sample was pulled before pump truck,
compression machine HVJ-08030000048
Technician: Eric Vincent,
Aaron Pulpaneck Labora ual Manager
Texas Firm Reg ticin Number F-000646
Martin J. Elliott, PE, Dena" rtment Hanager
Texas F�mieg'lstration Lumber F-000646
Our letters and reports are for the m1unve use of the client The use of our name must receive our prior written approval, Our letters and reports apply only to the matenal(s)
tested and /or inspected and are not necessarily indicative of the qualifier of apparently identical or similar material(s) This report may not be reproduced, except in full, wthout
the ro"cent nF14VT Aq—riate, for
Results
Set
CO.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No.
No.
Tested
(Days)
(Kt)
( ln? y
Load (bs)
Strength (psi)
Fracture
Spec.
2
173
1-29-14
7
6.00
28.27
130,970
4630
i
N/A
2
174
1-29-14
7
6.00
28.27
127,240
4500
3
N/A
2
175
2-19-14
28
6.00
28.27
2
176
2-19-14
28
6.00
28.27
* Test results meet project specifications, except those marked.
Retnarls: Ten gallons of water added
Notified Derrick Thomas of test results, sample was pulled before pump truck,
compression machine HVJ-08030000048
Technician: Eric Vincent,
Aaron Pulpaneck Labora ual Manager
Texas Firm Reg ticin Number F-000646
Martin J. Elliott, PE, Dena" rtment Hanager
Texas F�mieg'lstration Lumber F-000646
Our letters and reports are for the m1unve use of the client The use of our name must receive our prior written approval, Our letters and reports apply only to the matenal(s)
tested and /or inspected and are not necessarily indicative of the qualifier of apparently identical or similar material(s) This report may not be reproduced, except in full, wthout
the ro"cent nF14VT Aq—riate, for