Tax 2011C-LR131211Houston
8701 John W, Carpenter Freeway
Suite 250
Austin
Dallas„ TX 75247
Dallas
214.678.0227
Set Cyl,
214.678.0228
San Antonio
vw w hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C2
Coppell, Texas 75019 INSPECTION DATE: 12,3 -13
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
REPORT DATE: 12 -11 -13
Page I of 3
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION;, Road patch at Station 97 +20, West bound outside lane
Specification
Field
Date Sampled
12.3.13
Requirement
Set Cyl,
Measure
Time Sampled
T29 AM
Area
Maximum
Compressive
Type of Meet
Yards Batched
Tested
Air Temp, (F)
> 50
Air Temp. (n
46
Time Batched
648 AM
Concrete Temp. (F)
< 95
Concrete Temp, (n
83
Truck No,
8042
Slump (in.)
< 4
Slump (in.)
6 1 /2a
Ticket No
2004224
Air Content by Vol. ( %)
3- 6
Air Content by Vol. ( %)
S.4
Yards Placed
10
Water /Cement Ratio
6.00
Water /Cement Ratio
Cylinders Molded
4
Supplier
TXI/ 141
28
600
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.
C 172, C 173, C 1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION;, Road patch at Station 97 +20, West bound outside lane
Test results meet project specifications, except those marked.
Remarks: Poured about 5 y3 before the slump test was finished, then stopped pouring this truck and moved to the next truck. Notified
Derrick with the City of Coppell via telephone,
compression machine HVJ- 08030000048
Technician: Eric Vincent ”"
Aaron Pulpaneck, Laboratory /Quality Manager
Texas Firm Regtration Number F- 000646
Martin J.�Iliott, P , b partment. Manager "
Texas Firm Regist ion Number F- 000646
4'3aau�r letters and reports are for slue e�rcihisne iu5e of the dwrit '11le nasrr of anaur namt must reccice our prow a ntten appro%A. i iaur letters and reports apply +inh to the tnar•rnal(s(
tes erd and,, or mspecred and arc not necessarnh indicative of the gnuahties of apparcntl) identical or similar material(-,), This report ma) not he reprorhtced, excelaa in fall, A,itNa�ow
spar raron,n rof' 1.4V II As'mroe•e;mte +a 1,
Results
Set Cyl,
Date
Age
Diameter
Area
Maximum
Compressive
Type of Meet
No. No,.
Tested
(Days)
(in..)
In,Z
Load (Ibs)
Strength (psi)
Fracture Sec.
1 967
12- 10 - -13
7
&00
28..27
107,630
3810
5 N/A
1 968
12 -10.13
7
6.00
2817
108 „570
3840
3 N/A
1 969
1231.13
28
6.00
28,27
1 970
12-31-13
28
600
2817
Test results meet project specifications, except those marked.
Remarks: Poured about 5 y3 before the slump test was finished, then stopped pouring this truck and moved to the next truck. Notified
Derrick with the City of Coppell via telephone,
compression machine HVJ- 08030000048
Technician: Eric Vincent ”"
Aaron Pulpaneck, Laboratory /Quality Manager
Texas Firm Regtration Number F- 000646
Martin J.�Iliott, P , b partment. Manager "
Texas Firm Regist ion Number F- 000646
4'3aau�r letters and reports are for slue e�rcihisne iu5e of the dwrit '11le nasrr of anaur namt must reccice our prow a ntten appro%A. i iaur letters and reports apply +inh to the tnar•rnal(s(
tes erd and,, or mspecred and arc not necessarnh indicative of the gnuahties of apparcntl) identical or similar material(-,), This report ma) not he reprorhtced, excelaa in fall, A,itNa�ow
spar raron,n rof' 1.4V II As'mroe•e;mte +a 1,
Houston
8701 John W. Carpenter Freeway
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
214.678,0228
San Antonio
www,hvj.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: C2
Coppell, Texas 75019 INSPECTION DATE: 12 -3.13
REPORT DATE: 12-11-13
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page 2 Of 3
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
LOCATION: Road patch at Station 59+ 10
Specification
Field
Date Sampled
12.3-13
Requirement
Measure
Time Sampled
---9:36 —AM
Date
Age
Diameter
Area
Yards Batched
Compressive
Air Temp, (F)
> 50
Air Temp. (F)
so
Time Batched
8AS AM
Concrete Temp, (n
< 95
Concrete Temp. (n
79
Truck No
3230
Slump (in.)
< 4
Slump (in.)
4
Ticket No.
2004750
Air Content by Vol. (%)
3-6
Xr Content by Vol r (%)
+8
Yards Placed
1! 0
Water/Cement Ratio
-
Water/Cement Ratio—
-
Cylinders Molded
— 4
Supplier
TXI/ 141
2
973
Specified Strength @ 28 days:
3600 psi
Mix V
8274
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By:
Supplier
12-31.13
28
Applicable ASTM Test Standards:
C31. C39„ C138. C143,
Cylinders Made By.
HVJ Associates, Inc,
C172, C 173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at Station 59+ 10
* Test results meet project specifications, except those marked,
Remarks: Notified Dernck from City of Coppell of test results,
compression machine HVJ-08030000048
Technician: Eric Vincent
Aaron PulpanecK Laboratory /Quality Manager
Texas Firm
Martin J.. E iott
PE,
Texas Firm ReAstr,
Number F-000646
umber F-000646
3
Our Rettcrs and reports ,%re for vhe excluine use of the chem. The use of our narne must receive our pnor %%n"cn appro%al 0ur I ettcrr and reports app h on1l) to thr fnatrmal(,wp
tested and;c)r utspected and are not netesiard) in&came of the qualities of apparenth identical or smilar materral(s) 'I lus report ma) not he teprodmed, except ui full, without
th,, n,n? nv 4 l AA N-mirmte, Inn
Results
Set
Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No.
No,
Tested
(Days,)
(in.)
in?
Load (lbs)
Strength (psi)
Fracture
Spec.
2
971
12-10-13
7
6.00
28,27
117,000
4140
2
N/A
2
972
12-10-13
7
6.00
2817
119,030
4210
2
N/A
2
973
12-31.13
28
6,00
28.27
2
974
12-31.13
28
6.00
28.27
* Test results meet project specifications, except those marked,
Remarks: Notified Dernck from City of Coppell of test results,
compression machine HVJ-08030000048
Technician: Eric Vincent
Aaron PulpanecK Laboratory /Quality Manager
Texas Firm
Martin J.. E iott
PE,
Texas Firm ReAstr,
Number F-000646
umber F-000646
3
Our Rettcrs and reports ,%re for vhe excluine use of the chem. The use of our narne must receive our pnor %%n"cn appro%al 0ur I ettcrr and reports app h on1l) to thr fnatrmal(,wp
tested and;c)r utspected and are not netesiard) in&came of the qualities of apparenth identical or smilar materral(s) 'I lus report ma) not he teprodmed, except ui full, without
th,, n,n? nv 4 l AA N-mirmte, Inn
LOCATION: Road patch at Station 73 +75
Page 3 of
3
Set
PROPERTIES OF FRESH CONCRETE
Area Maximum
SAMPLING DATA
Type of
Specification
No,
Field
Date Sampled
12 =113
Fracture
Requirement
3
Measure
Time Sampled
2:50 PM
2
N/A
3
976 12 -10.13 7 6.00
Yards Batched
4510
Air Temp. (F1
> 50
Air Temp. (F)
73
Time Batched
1:44 PM
Concrete Temp. (F)
< 95
Concrete Temp. (F)
79
Truck No,
3850
Slump (in,)
< 4
Slump (in..) _
4
Ticket No.
20005959
Air Content by Vol. ( %)
3. 6
Air Content by Vol. ( %)
33
Yards Placed
10
Water /Cement Ratio
-
Water /Cement Ratio
Cylinders Molded
4
Supplier.
TXI/ 141
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, 0138, C143u
Cylinders Made By:
HVJ Associates„ Inc.
0172, C173,0064, 0232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Road patch at Station 73 +75
compression machine HVJ -08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/Quality Manager
'T'exas Firm
( ur h^r¢ers reseal reports are fair the a clus ne tune of tlue cheat. 'Flie use of our name im st recedce our Prior %%titten Ippro%al. Our le"eva and iteport.s appl) onhd to the maitn 0(i)
temed and ,`or inspe r-d and are not necessa,nk andir.am a of the quahtdes of apparently identical or similar nnateria4s,). Thiva repofft MR) not be ueprauduced, ewrcept in fin),, uatho: w
fheernan�e ^antn l XA lssenreare% Britt
Results
Set
Cyl. Date Age Diameter
Area Maximum
Compressive
Type of
Meet
No,
No. Tested (Dff s) (in )
in? Load (Ibs)
Strength (psi)
Fracture
Spec.
3
975 12 -10 -13 7 6.00
28.27 130,400
4610
2
N/A
3
976 12 -10.13 7 6.00
28.27 127,480
4510
2
N/A
3
977 1231 -13 28 6.00
2827
3
978 12 -31.13 28 6.00
2817
* Test results meet project specifications, except those marked.
Remarks:
Notified Derrick from the City of Coppell of test results, .
compression machine HVJ -08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laboratory/Quality Manager
'T'exas Firm
( ur h^r¢ers reseal reports are fair the a clus ne tune of tlue cheat. 'Flie use of our name im st recedce our Prior %%titten Ippro%al. Our le"eva and iteport.s appl) onhd to the maitn 0(i)
temed and ,`or inspe r-d and are not necessa,nk andir.am a of the quahtdes of apparently identical or similar nnateria4s,). Thiva repofft MR) not be ueprauduced, ewrcept in fin),, uatho: w
fheernan�e ^antn l XA lssenreare% Britt
ASSOCIATES
Houston 870011 John W. Carpenter Freeway
S
Ausft DaSas, TX 75247
Dallas 21408.0227
214.678.0228
San Antotdo www.frvl.corl
ASTM D 1633 (A)
CLIENT: City of CoppeN PROJECT NO.:
816 South Coppell Road REPORT NO:
CoppeN, Texas 75019
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
DATE SAMPLED:
REPORT DATE:
DC1315100
CTB3
II -19 -13
11 -26.13
Page 1 of 1
Set Cyl.
Date Age Diameter
Height
Area
Maximum
Compressive
Results
Meet
- No. No.
Tested (Days) in.
(in,
Load (b)
Sengh (ps),
Spec
1 946
11-26-13 7 4.00
458
1257
11,600
92S
N
1 947
11 -26-13 7 4.00
4.58
1257
15,890
126S
N
°AVERAGE COMPRESSIVE STRENGTH:
1095
* Test results meet project specifications, except those marked
Remarks: Cyfinders were cured M accordance with ASTM D 1632
Compression machine HVJ- 08030000048
Field Technician- EdL)Ow&M
Lab Technician: MQghtlAft
.Aaron PulLaborato
panedc. ry /Quality Manager
Texas Firm Registration Number F4)00646
Martin J. #ott, PE, �entMunager
Texas Firm Registration Number F- 000646
Our letters and «pom are f the and are,r o use es the then' 'ne use of our name must ene our Arun wntten approtal. Our ktters and reports apph only to the
maternhn sealed amine . 1ed and are not nectxsari y indicator of the i4uahars of appatent4 sientaal or sundar mamodrs) nis report may not be reprod ned, except in
ri,al uifhrnat Ih,� nirnwrm of NVI A® iat Inr