Tax 2011A-LR141211Houston 8701 John W. Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214.678.0227
214.678.0228
"ASSOCIAWS San Antonio vwvw.hvj.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1313940
816 South Coppell Road REPORT NO: C39
Coppell, Texas 75019 INSPECTION DATE: 12-11-14
REPORT DATE: 1-8-15
PROJECT: Sandy Knoll Drive/Shadowcrest Lane Improvements
LOCATION: Roadway Paving, Sandy Knoll Drive, SB Lane, STA 15+00
Page I of
I
PROPERTIES OF FRESH CONCRETE
Results
SAMPLING DATA
Date
Specification
Diameter
Field
Date Sampled
12-11-14
Type of
Requirement
No. No.
Measure
Time Sampled
11:00 AM
(in .2)
Load (Ibs)
Strength (psi)
Fracture
Yards Batched
10
Air Temp. (F')
> 50
Air Temp. (F")
57
Time Batched
10:10 AM
Concrete Temp. (F°)
< 95
Concrete Temp. (F°)
65
Truck No.
$256
Slump (in.)
< 5
Slump (in.)
5
Ticket No.
25991507
Air Content by Vol. (%)
3 - 6
Air Content by Vol. (%)
2.8*
Yards Placed
10
Water/Cement Ratio
-
Water/Cement Ratio
-
Cylinders Molded
4
Supplier:
RediMix1259
5540
3
Specified Strength @ 28 days:
3600 psi
Mix ID:
I OLI 1504
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: Roadway Paving, Sandy Knoll Drive, SB Lane, STA 15+00
* Test results meet project specifications, except those marked.
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell. Ir.
Aaron Pulpaneck, Laboratory! airy Mer
Texas Firm Registration
Scott M. PettigE, S6nior Project Manager
Texas Firm Registration Number F-000646
Our letters and reports arc for the exclusive use of the chent The use of our name must recavo_ our prior written approval. Our Icners and reports apply only to the maiertal',�j
tested and/or inspected and are not necessarily indicative or the yuahties of apparently tdcnncal or similar material. p ' llus report may not be reproduced, except in full, wtihout
the ronwrtf nr i n1i Atv,reatr--5 inr
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 2314
12-14-14
3
6.00
28.27
127,270
4500
3
NIA
1 2315
12-18-14
7
6.00
28.27
126,400
4470
3
NIA
1 2316
1-8-15
28
6.00
28.27
159,130
5630
3
Y
1 2317
1-8-15
28
6.00
28.27
156,610
5540
3
Y
* Test results meet project specifications, except those marked.
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell. Ir.
Aaron Pulpaneck, Laboratory! airy Mer
Texas Firm Registration
Scott M. PettigE, S6nior Project Manager
Texas Firm Registration Number F-000646
Our letters and reports arc for the exclusive use of the chent The use of our name must recavo_ our prior written approval. Our Icners and reports apply only to the maiertal',�j
tested and/or inspected and are not necessarily indicative or the yuahties of apparently tdcnncal or similar material. p ' llus report may not be reproduced, except in full, wtihout
the ronwrtf nr i n1i Atv,reatr--5 inr
ASSO.IATr
Houston
8701 John W. Carpenter Freeway
Suite 250
Austin
Dallas, TX 75247
Dallas
214,678.0227
Results
214.678.0228
San Antonio
www.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1313940
816 South Coppell Road REPORT NO: C40
Coppell, Texas 75019 INSPECTION DATE: 12-11-14
REPORT DATE: 1-8-15
PROJECT: Sandy Knoll Drive/Shadowerest Lane Improvements
LOCATION: Roadway Paving, Sandy Knoll Drive, SB Lane, STA 17+6S
Page I of
I
PROPERTIES OF FRESH CONCRETE
Results
SAMPLING DATA
Date
Specification
Diameter
Feld
Date Sampled
12-11-14
Type of
Requirement
No. No.
Measure
Time Sampled
4:17 PM
(in?)
Load (lbs)
Strength (psi)
Fracture
Yards Batched
10
Air Temp. (F°)
> 50
Air Temp (F°)
65
Time Batched
3:19 PM
Concrete Temp. (F°)
< 95
Concrete Temp- (F')
73
Truck No.
1264
Slump (in.)
c 5
Slump (in.)
5 112*
Ticket No.
25991958
Air Content by Vol, (X)
3 - 6
Air Content by Vol. (%)
3.6
Yards Placed
10
Water/Cement Ratio
-
Water -'Cement Ratio
-
Cylinders Molded
4
Supplier:
RediMix/259
5460
3
Specified Strength @ 28 days:
3600 psi
Mix ID:
IOL1 1504
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.
C 17 C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Roadway Paving, Sandy Knoll Drive, SB Lane, STA 17+6S
* Test results meet project specifications, except those marked.
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell. Ir.
Aaron Pulpaneck, Laboratory/ aity Map r
Texas Firm
Scott M. PetK PE,
Texas Firm Registration Number
Out letters and reports are for the exclumve use or the client The use of our name must rcectt•c nor prior written approval. Our luters and report, apply only uo the matt.nal,sj
tested and/or inspected and are not necessarily indicative of the qualities of apparently tdenucal ur stnnlar matcnalrs', "ihi5 npurt may nut be rcprodueetl, excret in full, without
the remcent of I t%'I AGCBirmte'C Inr
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
(in?)
Load (lbs)
Strength (psi)
Fracture
Spec.
1 2318
12-14-14
3
6.00
28.27
114,540
4050
5
N/A
1 2319
12-18-14
7
6.00
28.27
138,120
4890
3
N/A
1 2320
1-8-15
28
6.00
28,27
155,210
5490
3
Y
1 2321
1-8-15
28
6.00
28.27
154,400
5460
3
Y
* Test results meet project specifications, except those marked.
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell. Ir.
Aaron Pulpaneck, Laboratory/ aity Map r
Texas Firm
Scott M. PetK PE,
Texas Firm Registration Number
Out letters and reports are for the exclumve use or the client The use of our name must rcectt•c nor prior written approval. Our luters and report, apply only uo the matt.nal,sj
tested and/or inspected and are not necessarily indicative of the qualities of apparently tdenucal ur stnnlar matcnalrs', "ihi5 npurt may nut be rcprodueetl, excret in full, without
the remcent of I t%'I AGCBirmte'C Inr
Houston 8701 John W. Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214 678.0227
214.678.0228
A S S O iCl HAS San Antonio www.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC 1313940
816 South Coppell Road REPORT NO: C41
Coppell, Texas 75019 INSPECTION DATE: 12-12-14
REPORT DATE: 1-9-15
PROJECT: Sandy Knoll Drive/Shadowcrest Lane improvements
LOCATION: 450 Sandy Knoll, South bound lane, street paving
Page I of
I
PROPERTIES OF FRESH CONCRETE
Results
SAMPLING DATA
Date
Specification
Diameter
Field
Date Sampled
12-12-14
Type of
Requirement
No. No.
Measure
Time Sampled
1120 AM
( in,')
Load (lbs)
Strength (psi)
Fracture
Yards Batched
10
Air Temp. (F)
> 50
Air Temp. (F°)
61
Time Batched
10 13 AM
Concrete Temp. (F°)
< 95
Concrete Temp. (F)
67
Truck No.
1423
Slump (in.)
< 5
Slump (in.)
5 112•
Ticket No.
25992442
Air Content by Vol. (%)
3 - 6
Air Content by Vol. (%)
3.9
Yards Placed
10
Water/Cement Ratio
Y
Water/Cement Ratio
-
Cylinders Molded
4
Supplier:
RediMx/236
5670
3
Specified Strength @ 28 days:
3600 psi
Mix ID:
IOLI 1504
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By:
Supplier
Applicable ASTM Test Standards:
C31, C39. C138. 0143.
Cylinders Made By: HVJ Associates, Inc.
C172, C173. C1064. C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: 450 Sandy Knoll, South bound lane, street paving
x Test results meet project specificadons, except those marked
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell,Lr
Aaron Pulpaneck, Laborato uality P' aftger
Texas Firm Registration
Scott M. PettW PE, genior Project Mdnager
Texas Firm Registration Number F-000646
Our letters ,nd reports are for the exclusive use of the then The use orour name must receive our Prior %rnuen approval. Our letters and reports apply only to the nuterial(s)
wswd andfor to pretcd and are not necessarily indicative or the qualities of apparently identical or similar matcroal(s) This report may not be reproduced, except in full, without
ehe rnname of I FVI Aea,rmri% rnr
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
( in,')
Load (lbs)
Strength (psi)
Fracture
Spec.
1 2322
12-15-14
3
6.00
28.27
108,040
3820
2
NIA
1 2323
12-19-14
7
6.00
28.27
127,740
4520
2
NIA
1 2324
1-9-15
28
6.00
28.27
159,410
5640
2
Y
1 2325
1-9-15
28
6.00
28.27
160,290
5670
3
Y
x Test results meet project specificadons, except those marked
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell,Lr
Aaron Pulpaneck, Laborato uality P' aftger
Texas Firm Registration
Scott M. PettW PE, genior Project Mdnager
Texas Firm Registration Number F-000646
Our letters ,nd reports are for the exclusive use of the then The use orour name must receive our Prior %rnuen approval. Our letters and reports apply only to the nuterial(s)
wswd andfor to pretcd and are not necessarily indicative or the qualities of apparently identical or similar matcroal(s) This report may not be reproduced, except in full, without
ehe rnname of I FVI Aea,rmri% rnr
Houston 8701 John W. Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214.678.0227
214.678.0228
A S SOC I AT C S San Antonio www.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1313940
816 South Coppell Road REPORT NO: C42
Coppell, Texas 75019 INSPECTION DATE: 12-30-14
REPORT DATE: 1-6-I5
PROJECT: Sandy Knoll DrivelShadowcrest Lane Improvements
LOCATION: 456 Shadowcrest Lane, South bound lane
Page 1 of
1
PROPERTIES OF FRESH CONCRETE
SAMPLING DATA
Specification
Set Cyl.
Field
Date Sampled
12-30-14
Requirement
Maximum
Measure
Time Sampled
11:45 AM
No. No.
Tested
(Days)
Yards Batched
10
Air Temp. (F°) > 50
Air Temp. (F°)
NIA
Time Batched
1 1:19 AM
Concrete Temp. (F°) c 95
Concrete Temp. (F°)
47
Truck No.
1287
Slump (in.) c 5
Slump (in.)
4 314
Ticket No.
25998762
Air Content by Vol. (%) 3 - 6
Air Content by Vol. (%)
4.3
Yards Placed
10
Water/Cement Ratio -
Water/Cement Ratio
-
Cylinders Molded
4
Supplier. RediMix1259
28.27
Specified Strength @ 28 days:
3600 psi
Mix ID: I OLI 1504
1 2427
1-27-15
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: 456 Shadowcrest Lane, South bound lane
* Test results meet project specifications, except those marked
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell. Ir. -
Aaron Pulpaneck, Laboratory/ a ity Mana e
Texas Firm Registration Nu yber F-000 6 /7
Scott M. Pettitt' , Seafor Project MapSger
Texas Firm Registration Number F-000646
Our letters and reports are for the exclusive use of the client. The use of our name must reectvc our pnur wntten appnn al Our titters and reports apply only to the material':,;
tested and/or inspected and are not necessarily indicative of the qualities of apparcndy tdcntteal or :milar material(s). 'I7us report may not be reproduced, except in full, Without
the rims-nr of I ri't Aeuirtarec Inc
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 2424
1-2-15
3
6.00
28.27
123,490
4370
2
NIA
1 2425
1-6-15
7
6.00
28.27
150,090
5310
5
NIA
1 2426
1-27-15
28
6.00
28.27
1 2427
1-27-15
28
6.00
28.27
* Test results meet project specifications, except those marked
Remarks:
compression machine HVJ-08030000048
Technician: Thomas Powell. Ir. -
Aaron Pulpaneck, Laboratory/ a ity Mana e
Texas Firm Registration Nu yber F-000 6 /7
Scott M. Pettitt' , Seafor Project MapSger
Texas Firm Registration Number F-000646
Our letters and reports are for the exclusive use of the client. The use of our name must reectvc our pnur wntten appnn al Our titters and reports apply only to the material':,;
tested and/or inspected and are not necessarily indicative of the qualities of apparcndy tdcntteal or :milar material(s). 'I7us report may not be reproduced, except in full, Without
the rims-nr of I ri't Aeuirtarec Inc