HomeMy WebLinkAboutREPORTS - 08-00082 - Electrical Wholesaledr -(-/Y2
STRWr
GEOTECHNICR ENGINEERING& MATERIA STESTMG
Sn+ 9ri:l y Fro- -Fko l*iound UP
SPECIAL INSPECTOR DAILY REPORT
County/State of: Date: 6/3/09
Project Name: Madison HS Permit No.:
Location: Rexburg, ID Client No.: MADDIS
Client: Madison School District Project No.: P08053A
Inspection Types/Coverage: AWS Certified Welding Inspector
Continuous X Periodic
Inspection Began: (X) AM (IPM Ended: 00 AM (,PM
Describe Inspections Made, Including Locations: Observed the in progress structural welding of kitchen, and
mechanical room roof truss to wall, and to girder connections, as well as the puddle welding and button punching of roof deck.
Observed the completion of Media Center, and Office roof structural framing and deck puddle welding, button punching is not
complete at this time. No items of concem to report.
List Tests Performed: VT
List Items Requiring Correction, Corrections of Previously Listed Items, and Previously Listed
Uncorrected Items:
List Changes to Approved Plans Authorized by Architect or Engineer: N/A
Comments: All work listed above appears free of any visual / rejectable defects and is in compliance with all approved
structural documentation to the best of my knowledge U.N.O. **
Work Inspected appeared to be in accordance with the building department approved design drawings,
specifications and applicable workmanship provisions of the I.B.C., except as noted above.
Signed:
Print Full Name: Don Hill
Date.- 6/3/09
ID No.: 02071781/5085753
(This report to remain at jobsite with the contractor for review by the building department's inspector upon request.)
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www. stratageotech.com 8653 W. Hackamore Dr. Boise, Idaho 83709 P.208.376.8200 F.208.376.8201
440
SGEOTEGXNIt.nt £NGI t 5 AIERIT=
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Client: Madison School District
PO Box 830
Rexburg ID 83440
Project:
Project Address:
Contractor:
MIX DATA
Report No.:
55.
Date:
04/20/0_
Client No.:
MADDIS
Project No.: P08053A
Permit No.: NR
Reporteo Dy:
110 Rex 06 3500
Method of Mixing: I
Mix No.:
Aggregate Source: S
Cement:
Type I & II
Agg. Correction Factor: �
—
Admixtures:
Hot Water
SPECIFICATIONS
REQUIRED STRENGTH, PSI
Slump, inches:
4
Air Content, %:
3 ± 1.5
FIELD TEST DATA
Slump, inches:
21/2
(ASTM C-143) Truck No.:
ASTM C-231) Ticket No.:
(ASTM
Air Content, %:
2 4
NR
( C-138) Time Batched:
Unit Weight, pcf:
°F:
(ASTM C-1064) No. CY represented:
Conc. Temp.
64
Water Added, gal.:
Air Temp, °F:
51
Weather:
Date Cast:
04/20/09
9:45 AM By:
GA -STRATA Date Received:
Time:
. Note
-(Concrete sampled in accordance with ASTM were andcast cured in acco
ORATORY'TEnde8TreATA
(ASTM C 39)
Sample No.:
rvlinder
P09095
Cylinder
X -Sec Total Fracture Date
Set
3500 @ 28 days
c
Age Comp.
Tested Strength
NR = NOT RECORDED
28 Day Average:5_ 44�
Reviewed BY:
IDAHO MONTANA NEVADA Or EGON UTAH WASHINGTON WYOMING
www.stvatageotech.com ?F375 Gasrntt Way -Ste• C: Pocatello, Idaho 83201 P703,237.3400
�4
sTRaTa
GEOTECHHICAL ENGINEERING & MATERIAW TESTING
ynr'<9rif-r Frowi 4-A, E�1,o.Kd UP
CONCRETE CYLINDER TEST REPORT
Client: Madison School District Report No.: 63
PO Box 830 Date: 05/12/09
Rexburg, ID 83440 Client No.: MADDIS
Project: Madison High School
Project Address: 12th & University Blv(
Contractor: C Reinheart & Son
Placement Location: S.O.G. Line VA at Lir
Mix No.:
Cement:
Admixtures:
SPECIFICATIONS
Slump, inches: 4
Air Content. %: 3 ± 1.5
Project No.: P08053A
Permit No.: NR
Method of Mixing: Transit
Aggregate Source: Stock Pile
Agg. Correction Factor: N/R
REQUIRED STRENGTH, PSI 3000 @ 28 days
Sample No.:
Cylinder
ID
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
P09139
Cylinder X -Sec Total Fracture Date Age Comp.
Diameter Area Load Type Tested Tested Strength
rnnhcct IO,ii,1 nhO) (days) (DSi)
P09139A
6.0
FIELD TEST DATA
113980 Cone 05/19/09
Slump, inches:
31/4
(ASTM C-143)
Truck No.:
111
Air Content, %:
2.5
(ASTM C-231)
Ticket No.:
00414
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
7:25 AM
Conc. Temp. °F:
66
(ASTM C-1064)
No. CY represented:
10 of 50
Air Temp, °F:
46
Water Added, gal.:
0
Date Cast:
05/12/09
Weather:
NR
Time:
NR
By: GA - STRATA
Date Received:
05/13/09
Sample No.:
Cylinder
ID
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
P09139
Cylinder X -Sec Total Fracture Date Age Comp.
Diameter Area Load Type Tested Tested Strength
rnnhcct IO,ii,1 nhO) (days) (DSi)
P09139A
6.0
28.27
113980 Cone 05/19/09
7 4030
P09139B
6.0
28.27
06/09/09
28
P09139C
6.0
28.27
06/09/09
28
P09139D
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average:
Reviewed By: %
I
IDAHO MONTANA NEVADA OREGON UTAFI WASHINGTON WYOMING
www.stratageotech.com 2315 Garrett Way - Ste. C Pocatello, Idaho 83201 P.208.237.3400 F.2GII.23i.3 oe
040
STRatTa
GEOTECHNICAL ENGINEERNG& MATER TESTING
Sq-Yd�c rikY Frau 4-A, Up
Client: Madison School District
PO Box 830
Rexburg ID 83440
Project: Madison High School
Project Address: 12th & University Blvd, Rexburg, ID
Contractor: C Reinheart & Son
Report No.: 65
Date: 05/12/09
Client No.: MADDIS
Project No.: P08053A
Permit No.: NR
Placement Location: Slab -weight fittness room 67'W 2U' S of NI: corner
MATERIALS AND MIX DATA
Mix No.:
Cement:
Admixtures:
SPECIFICATIONS
Slump, inches:
Air Content, %:
1% NC
4
3 t 1.5
Method of Mixing: Tran
Aggregate Source: NR
Agg. Correction Factor: N/R
REQUIRED STRENGTH, PSI
3000 @ 28 days
Sample No.:
Cylinder
ID
P09141
Cylinder
Diameter
(ASTM C 39)
X -Sec Total Fracture Date Age Comp.
Area Load Type Tested Tested Strength
11r -% (days) (psi)
II IL:IICJ/
6.0
FIELD TEST DATA
\,w
103320 Cone 05/19/09
Slump, inches:
6
(ASTM C-143) Truck No.:
90
Air Content, %:
3.5
(ASTM C-231) Ticket No.:
00534
Unit Weight, pcf:
NR
(ASTM C-138) Time Batched:
9:15 AM
Conc. Temp. °F:
61
(ASTM C-1064) No. CY represented:
11 of 110
Air Temp, °F:
58
Water Added, gal.:
0
H
Date Cast:
05/15/09
Weather:
NR
Time:
NR
By: LG - STRATA Date Received:
05/16/09
` Note
-(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
Sample No.:
Cylinder
ID
P09141
Cylinder
Diameter
(ASTM C 39)
X -Sec Total Fracture Date Age Comp.
Area Load Type Tested Tested Strength
11r -% (days) (psi)
NR = NOT RECORDED
28 Day Average:
Reviewed By:
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com :2Sia Csarr2tY to+a;r - 54e. C Pncatte!1 3, B 0aha 932(3? P. 2,0:1.2.37.3 4(M
II IL:IICJ/
6.0
ay II,/
28.27
\,w
103320 Cone 05/19/09
4 3650
41B
6.0
28.27
120260 Columnar 05/22/09
7 4250
41 C
6.0
28.27
06/12/09
28
UP09141A
41D
6.0
28.27
06/12/09
28
H
NR = NOT RECORDED
28 Day Average:
Reviewed By:
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com :2Sia Csarr2tY to+a;r - 54e. C Pncatte!1 3, B 0aha 932(3? P. 2,0:1.2.37.3 4(M
sMir rRa-ra
GEOTECHNICAL ENGINEERING&MTERIAl TESTING
SI1Yr9riJy Fro,.t ,Fh< EJrnund Op
Report No.: 66
Date: 05/19/09
Client No.: MADDIS
Project No.: P08053A
Permit No.: NR
Placement Location: Slab on Grade P.5 @ 11.2 Main Floor Room 219 Set No.:
MATERIALS AND MIX DATA
Mix No.:
Cement:
Admixtures:
SPECIFICATIONS
Slump, inches:
Air Content, %:
MS
4
3 ± 1.5
Method of Mixing:
Aggregate Source:
Agg. Correction Factor:
NIR
REQUIRED STRENGTH, PSI
Mix
3000 @ 28 days
Slump, inches:
CONCRETE CYLINDEF
Client:
Madison School District
36
PO Box 830
3.0
Rexburg, ID 83440
Project:
Madison High School
Project Address:
12th & University Blvd, Rexburg, ID
Contractor:
C Reinheart & Son
Report No.: 66
Date: 05/19/09
Client No.: MADDIS
Project No.: P08053A
Permit No.: NR
Placement Location: Slab on Grade P.5 @ 11.2 Main Floor Room 219 Set No.:
MATERIALS AND MIX DATA
Mix No.:
Cement:
Admixtures:
SPECIFICATIONS
Slump, inches:
Air Content, %:
MS
4
3 ± 1.5
Method of Mixing:
Aggregate Source:
Agg. Correction Factor:
NIR
REQUIRED STRENGTH, PSI
Mix
3000 @ 28 days
Slump, inches:
6.5
(ASTM C-143)
Truck No.:
36
Air Content, %:
3.0
(ASTM C-231)
Ticket No.:
00601
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
9:15 AM
Cone. Temp. °F:
72
(ASTM C-1064)
No. CY represented:
30 of 40
Air Temp, °F:
71
Water Added, gal.:
0
Date Cast:
05/19/09
Weather:
NR
Time:
7:15 AM
By: LG - STRATA
Date Received:
05/20/09
' Note -(Concrete
sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
Sample No.:
Cylinder
ID
P09146
Cylinder X -Sec Total Fracture Date
Diameter Area Load Type Tested
Age Comp.
Tested Strength
(devs) (osi)
NR = NOT RECORDED
28 Day Average:
Reviewed By:� s/
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2815 Garrett11Vay - Ste. C Poratelio, Baha €33261 P.208.237.3400 F.2638 23734110
IIIVIIGJ�
6.0
��Y �
28.27
vv
115160 PadCap 05/26/09
7 4070
6.0
28.27
06/16/09
28
6.0
28.27
06/16/09
28
MP09146A
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average:
Reviewed By:� s/
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2815 Garrett11Vay - Ste. C Poratelio, Baha €33261 P.208.237.3400 F.2638 23734110
04
s-rRamra
GEOTECHNICAL ENGINEERING 8 MATERIAL TESTING
SnI's9r:Yy 41 a-Y.<E7round ur
CONCRETE CYLINDER TEST REPORT
Client., Madison School District Report No.: 58
PO Box 830 Date: 04/22/09
Rexburg, ID 83440 Client No.: MADDIS
Project: Madison High School
Project Address: 12th & University Blvd, Rexburg, ID
Contractor: C Reinheart & Son
Project No.: P08053A
Permit No.: NR
I MATERIALS AND MIX DATA I
Reported by: G. Abbott
Mix No.: 110 Rex 06 3500
Cement: Type I & II
Admixtures:
SPECIFICATIONS
Slump, inches: 4
Air Content. %: 3 t 1.5
Method of Mixing:
Aggregate Source:
Agg. Correction Factor:
Walters Ready Mix
Transit
Stock Pile
N/R
REQUIRED STRENGTH, PSI
3500 @ 28 days
Slump, inches:
4
(ASTM C-143)
Truck No.:
94
P09106B
Air Content, %:
3
(ASTM C-231)
Ticket No.:
10639
6.0
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
7:38 AM
28.27
Conic. Temp. °F:
64
(ASTM C-1064)
No. CY represented:
10
Air Temp, °F:
50
Water Added, gal.:
0
Date Cast:
04/22/09
Weather:
NR
Time:
8:15 AM By:
GA - STRATA
Date Received:
04/23/09
• Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
P09106
Cylinder
Cylinder
X -Sec Total
Fracture Date
Age
Comp.
ID
Diameter
Area Load
Type Tested
Tested
Strength
(inches)
(sq in) (lbs)
(days)
(psi)
P09106A
6.0
28.27
101800 Shear 04/29/09
7 3600
P09106B
6.0
28.27
139220 Cone 05/20/09
28 4920
P09106C
6.0
28.27
137240 Cone 05/20/09
28 4850
P09106D
6.0
28.27
HOLD
H
NR = NOT RECORDED
Reviewed By:
28 Day Average: 4890
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageatech.COM 2815 Garrett Way - Ste. C Pocatello, Idaho 83201 P.208.237.3400 F.208.237.3449
0i "0
STRaTa
G£O rECBNICAL ENGINEER NG & MAI cRIALS 1 E£TING
yqY<9riJy front+A' C*r..Kd Vr
Sample No.:
Cylinder
ID
P09101
Cylinder X -Sec Total Fracture
Diameter Area Load Type
f;n K o\ len Int rlhe\
Date Age Comp.
Tested Tested Strength
(days) (Dsi)
P09101A
CONCRETE CYLINDER TEST REPORT
FIELD TEST DATA
I�
Client.
Madison School District
(ASTM C-143) Truck No.:
Report No.:
57
2.7
PO Box 830
10580
Date:
04/21/09
(ASTM C-138) Time Batched:
Rexburg, ID 83440
Conc. Temp. °F:
Client No.:
MADDIS
Project:
Madison High School
35
Project No.:
P08053A
Project Address:
12th & University Blvd, Rexburg, ID
Weather:
Permit No.:
NR
Contractor:
C Reinheart & Son
04/22/09
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
Placement Location:
South Side of West Wing Slab
Set No.:
MATERIALS AND MIX DATA
Reported by:
A. Husband
Concrete Supplier:
Walters Ready
Mix
Mix No.:
110 Rex 06 3500
Method of Mixing:
Transit
Cement:
Type I & II
Aggregate Source:
Stock Pile
Admixtures:
Agg. Correction Factor:
N/R
SPECIFICATIONS
Slump, Inches:
4
REQUIRED STRENGTH, PSI 3000
@ 28 days
Air Content, %:
3 ± 1.5
Sample No.:
Cylinder
ID
P09101
Cylinder X -Sec Total Fracture
Diameter Area Load Type
f;n K o\ len Int rlhe\
Date Age Comp.
Tested Tested Strength
(days) (Dsi)
P09101A
6.0
FIELD TEST DATA
I
Slump, inches:
5
(ASTM C-143) Truck No.:
39
Air Content, %:
2.7
(ASTM C-231) Ticket No.:
10580
Unit Weight, pcf:
NR
(ASTM C-138) Time Batched:
7:40 AM
Conc. Temp. °F:
78
(ASTM C-1064) No. CY represented:
20 of 54
Air Temp, °F:
35
Water Added, gal.:
0
Date Cast:
04/21/09
Weather:
Clear/Cold
Time:
8:40 AM
By: AH - STRATA Date Received:
04/22/09
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
Sample No.:
Cylinder
ID
P09101
Cylinder X -Sec Total Fracture
Diameter Area Load Type
f;n K o\ len Int rlhe\
Date Age Comp.
Tested Tested Strength
(days) (Dsi)
P09101A
6.0
28.27
106100 Cone 04/28/09
7 3750
P09101B
6.0
28.27
131580 Cone 05/19/09
28 4650
P09101C
6.0
28.27
134160 Cone 05/19/09
28 4740
P09101D
6.0
28.27
HOLD
H
NR = NOT RECORDED
Reviewed By:
28 Day Average: 4700
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2815 Garrett Way - Ste. G Pocatello, Idaho 83201 R203.237.3400 F. 208.2.37.34^-4
STFRaTa
GEOTECHNICAL ENGINEERING d WTERN S TESTING
yN,J'Ggriay 6ra,va 4-A, *10-Kd VP
CONCRETE CYLINDER TEST REPORT
Client: Madison School District Report No.: 56
PO Box 830 Date: 04/20/09
Rexburg, ID 83440 Client No.: MADDIS
Project:
Project Address:
Contractor:
Placement Location:
Mix No.:
Cement:
Admixtures:
SPECIFICATIONS
Slump, inches:
at
MATERIALS AND MIX DATA
Method of Mixing:
Aggregate Source:
Agg. Correction Factor:
Project No.: P08053A
Permit No.: NR
Set No.:
Walters Ready Mix
REQUIRED STRENGTH, PSI
3000 @ 28 days
Slump, inches:
3
(ASTM C-143)
Truck No.:
90
P09096B
Air Content, %:
2.8
(ASTM C-231)
Ticket No.:
10560
6.0
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
2:40 PM
28.27
Conic. Temp. °F:
73
(ASTM C-1064)
No. CY represented:
10
Air Temp, °F:
60
Water Added, gal.:
0
Date Cast:
04/20/09
Weather:
NR
Time:
3:00 PM By:
GA - STRATA
Date Received:
04/21/09
' Note -(Concrete
sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
P09096
Cylinder
Cylinder
X -Sec Total
Fracture Date
Age
Comp.
ID
Diameter
Area Load
Type Tested
Tested
Strength
(inches)
(so in) (lbs)
(days)
(psi)
P09096A
6.0
28.27
86920 Cone 04/27/09
7 3070
P09096B
6.0
28.27
122000 Cone 05/18/09
28 4310
P09096C
6.0
28.27
122140 Shear 05/18/09
28 4320
P09096D
6.0
28.27
HOLD
H
NR = NOT RECORDED
Reviewed By:
28 Day Average:
4320
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2815 Garrett Way - Ste. C Pocatello, Idaho 83201 P.208.237.3400 F.208.2373449
STRaTa
EOTECHNIGKEN[iTLF.RING 6 MAT[WAL9 TFSTIN4
jnx gvey Fro.. ra.• c�.-o,.ne uP
AND MIX DATA
Reported by: G. Abbott Mortar Supplier: Pre -Mix Spec. Crete
Mix No.: Type S Method of Mixing: On-site Mixer
Cement/Lime: NR Aggregate Source: NR
Cement Type: NR
Admixtures: NR REQUIRED STRENGTH, PSI: 1500 @ 28 Days
FIELD TEST DATA
Flow, inches:
MORTAR CYLINDER TEST REPORT
(ASTM C-939) Time Batched:
Client:
Madison School District
Report No.:
6
Tub Full
PO Box 830
Date:
4/22/2009
4/24/2009
Rexburg, ID 83440
Client No.:
MADDIS
Project No.:
P08053A
Project:
Madison High School
Permit No.:
Time:
Project Address:
12th & University Blvd., Rexburg, ID
By:
Contractor:
Frazer Masonry
'Nota -(Mortar sampled, cast and cured in accordance with ASTM C-780)
Placement Location:
Line A at Line 69 (3rd Lift)
Set No.:
LABORATORY TEST DATA
AND MIX DATA
Reported by: G. Abbott Mortar Supplier: Pre -Mix Spec. Crete
Mix No.: Type S Method of Mixing: On-site Mixer
Cement/Lime: NR Aggregate Source: NR
Cement Type: NR
Admixtures: NR REQUIRED STRENGTH, PSI: 1500 @ 28 Days
FIELD TEST DATA
Flow, inches:
Workable
(ASTM C-939) Time Batched:
10:00 AM
Air Content, %:
NR
(ASTM C-231) No. CF Represented:
Tub Full
Mortar Temp,°F:
50
Date Received:
4/24/2009
Air Temp, °F:
52
Date Cast:
4/22/2009
Time:
10:15
By:
GA -STRATA
'Nota -(Mortar sampled, cast and cured in accordance with ASTM C-780)
LABORATORY TEST DATA
Sample No.:
P09105
Sample
Cylinder X -Sec Total
ID
Diameter Area Load
1640
inches (sq in) lbs
Date Age
Tested Tested
(days)
Comp.
Strength
(psi)
P09105A
2.00
3.14
5160
1 05/20/09
28
1640
P09105B
2.00
3.14
5080
1 05/20/09
28
1620
28 Day Ave/rage= 1630
Reviewed By:
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2815 Garrett Way - Ste. C Pocatello, Idaho 93201 P.208.237.3400 F.208.237.3449
040
STRaTa
GEOTECM4ICAL ENGT'EE0.1YG A MM1TE RNLS TE8TIN0
;inr 9rry Fro.., rla hround up
Client:
Madison School District
Report No.: 5
19100
24000
23340
PO Box 830
Date: 4/22/2009
Rexburg ID 83440
File No.: MADDIS
Project No.: P08053A
Project:
Madison High School
Contractor:
Frazer Masonry
Structure:
Placement Location:
Line 70 at Line D 3rd Lift
MATERIALS AND MIX DATA
Reported by:
G. Abbott
Grout Supplier: Walters Ready Mix
Mix No.:
516
Truck No.: NR
Cement Brand Type:
Type 1 & II
Ticket No.: NR
Admixtures:
Time Batched: 10:38 AM
SPECIFICATIONS
REQUIRED STRENGTH, PSI
Slump, inches:
8"
7 Day:
28 Day: 2000
FIELD TEST DATA
Slump, inches:
7 (ASTM C-143)
Prism Curing (ASTM C-1019)
Grout Temp, °F:
70 (ASTM C-1064)
Air Temp, °F:
58
Field Cure Days: NR
at Temp. Range, °F: NR
Grout Sampled, Tested, &
Prisms Cast (ASTM C-1019)
Lab Cured from:
Using 4 Masonry Blocks
Date Received: 04/24/09
Date Cast:
04/22/09
Time:
11:00 AM
Bv:
GA - Strata
Sample No.: P09104
Prism Prism Dimensions X -Sec Total Date Age Comp,
ID Width 1 Width 2 Area Load Tested Tested Strength
i.� i.\ nhsl (days) (PSI)
P09104A
P09104B
P09104C
3.00
3.00
3.00
3.00 9.00
3.00 9.00
3.00 9.00
19100
24000
23340
04/29/09 7
05/20/09 28
05/20/09 28
2120
2670
2590
28 Day Average=, 2630
Reviewed By:
,�
ORO
STRaTa
G EGTECN4ICAL ENGINEERING 6 ANT V P W.S l£STIN 3
fnx 9.-.ry Fran ram EjrounA Np
Client:
Project:
Contractor:
Structure:
Reported by:
Mix No.:
Cement Brand Type:
Admixtures:
SPECIFICATIONS
Slump, inches:
Slump, inches:
Grout Temp, °F:
Air Temp, °F:
Madison School District
PO Box 830
Rexburg ID 83440
Madison High School
Frazer Masonry
Line
G. Abbott
516
Type I & II
Hot Water
i
NR (ASTM C-143)
70 (ASTM C-1064)
44
Grout Sampled, Tested, &
Prisms Cast (ASTM C-1019)
Using 4 Masonry Blocks
Date Cast: 4/17/09
Time: 10:30 A
Sample No.: P09093
Report No.:
Date:
File No.:
Project No.:
AND MIX
4.5
4/17/2009
MADDIS
P08053A
Grout Supplier: Walters Ready Mix
Truck No.: NR
Ticket No.: NR
Time Batched: 9:27 AM
REQUIRED STRENGTH, PSI
7 Day: _
Prism Curing (ASTM C-1019)
Field Cure Days:
NR
at Temp. Range, °F:
NR
Lab Cured from:
2
Date Received:
04/20/09
Prism Prism Dimensions X -Sec Total Date Age Comp.
ID Width Width Area Load Tested Tested Strength
f— 1..N nh.N (days) (Psi)
P09093A
P09093B
P09093C
Inl:lies
3.25
3.25
3.25
uwuw
3.25
3.25
3.25
10.56
10.56
10.56
70200 05/15/09 28 6650
6742005/15/09 28 6380
HOLD H
Note:
28 Day Average= 6520
n .
Reviewed By: Z
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STRaTa
GEOTECHNICAL ENGINEERING & MATERIALS TESTING
SNa<�i ',.m !A, F*'rnunA Up
P09162A
CONCRETE CYLINDER TEST REPORT
FIELD TEST DATA
103300 Shear 06/05/09
Client:
Madison School District
(ASTM C-143)
Report No.:
70
Air Content, %:
PO Box 830
(ASTM C-231)
Date:
05/29/09
Unit Weight, pcf:
Rexburg, ID 83440
(ASTM C-138)
Client No.:
MADDIS
Project:
Madison High School
(ASTM C-1064)
Project No.:
P08053A
Project Address:
12th & University Blvd, Rexburg, ID
Permit No.:
NR
Contractor:
C Reinheart & Son
Weather:
NR
Placement Location:
Line U.1 at Line 9; S.O.G. Fine Arts Buildin
GA - STRATA
Set No.:
05/30/09
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
MATERIALS AND MIX DATA
LABORATORY TEST DATA
Reported by:
G. Abbott
Concrete Supplier:
Walters Ready Mix
Mix No.:
110
Method of Mixing:
Transit
Cement:
Type I & II
Aggregate Source:
NR
X -Sec Total
Admixtures:
Poz 322H
Agg. Correction Factor:
N/R
Area Load
SPECIFICATIONS
Tested Strength
(inches)
(sq in) (Ibs)
Slump, inches:
4
REQUIRED STRENGTH, PSI 3000
@ 28 days
P09162A
6.0
FIELD TEST DATA
103300 Shear 06/05/09
Slump, inches:
3
(ASTM C-143)
Truck No.:
95
Air Content, %:
2.8
(ASTM C-231)
Ticket No.:
00989
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
NR
Cone. Temp. °F:
68
(ASTM C-1064)
No. CY represented:
10 of 40
Air Temp, °F:
49
Water Added, gal.:
0
Date Cast:
05/29/09
Weather:
NR
Time:
6:36 AM By:
GA - STRATA
Date Received:
05/30/09
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
P09162
Cylinder
Cylinder
X -Sec Total
Fracture Date
Age Comp.
ID
Diameter
Area Load
Type Tested
Tested Strength
(inches)
(sq in) (Ibs)
(days) (psi)
P09162A
6.0
28.27
103300 Shear 06/05/09
7 3650
P09162B
6.0
28.27
06/26/09
28
P09162C
6.0
28.27
06/26/09
28
P09162D
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average:
i
Reviewed By: i
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2315 Garrett Way - Ste. C Pocatello, Idaho a3201 R208.237.3400 F'.208.237.3440_
STRaTa
GEOTECiNICAL ENGINEERING 4 MATERIAL. TESTING
xn4-�'9r 41 Fi-om JA< ef7roand UP
Client:
Madison School District
Concrete Supplier:
PO Box 830
Mix No.:
Rexburg ID 83440
Project:
Madison High School
Project Address:
12th & University Blvd, Rexburg, ID
Contractor:
C Reinheart & Son
Plarament Location:
S.O.G. Sidewalk: ADDrox. 500'W of Sidewa
MATERIALS AND MIX
Report No.: 71
Date: 05/29/09
Client No.: MADDIS
Project No.: P08053A
Permit No.: NR
Reported by:
G. Abbott
Concrete Supplier:
Walters Ready Mix
Mix No.:
142 Spec Class 40 City Mix
Method of Mixing:
Transit
Cement:
Type I & II
Aggregate Source:
NR
Admixtures:
Poz Design
Agg. Correction Factor:
N/R
SPECIFICATIONS
70
(ASTM C-1064) No. CY represented:
11 of 22 +
Slump, inches:
4
REQUIRED STRENGTH, PSI 3000 @ 28 days
Air Content. IN,:
3 t 1.5
05/29/09
Weather:
P09163A
6.0
FIELD TEST DATA
I
Slump, inches:
31/2
(ASTM C-143) Truck No.:
111
Air Content, %:
6.4
(ASTM C-231) Ticket No.:
00992
Unit Weight, pcf:
NR
(ASTM C-138) Time Batched:
NR
Conc. Temp. °F:
70
(ASTM C-1064) No. CY represented:
11 of 22 +
Air Temp, °F:
52
Water Added, gal.:
0
Date Cast:
05/29/09
Weather:
NR
Time:
7:09 AM By:
GA - STRATA Date Received:
05/30/09
Note -(Concrete
sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
P09163
Cylinder
Cylinder
X -Sec Total Fracture Date
Age Comp.
ID
Diameter
Area Load Type Tested
Tested Strength
11--k....\
/ f..\ /IHe1
(dava) (DSI)
P09163A
6.0
28.27
109200 Shear 06/05/09
7 3860
P09163B
6.0
28.27
06/26/09
28
P09163C
6.0
28.27
06/26/09
28
P09163D
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average:
Reviewed By:
V�
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2475 Garrett lNay-SLe.0 Pocatello, Idaho 93201 P.208.237.3400 C,208.237,��4�3
� 14
s -r R a -r a
GEOTECHNICAL ENGINEER NG & MATERIALS IESTING
S�LJ-<9ri,I-r 6ro,R *A, E7,n.Kd UP
SPECIFICATIONS
Slump, inches: 4
Air Content, %: 3 t 1.5
Report No.: 62
Date: 05/08/09
Client No.: MADDIS
Project No.: P08053A
Permit No.: NR
No.:
Stock Pile
N/R
REQUIRED STRENGTH, PSI
3000 @ 28 days
CONCRETE CYLINDER TEST REPORT
Client:
Madison School District
Slump, inches:
4
PO Box 830
Truck No.:
39
Rexburg, ID 83440
3
Project:
Madison High School
00325
Project Address:
12th & University Blvd, Rexburg, ID
Contractor:
C Reinheart & Son
6:43 AM
Placement Location:
S.O.G. Line J at Line 8;
North Classroom Area
No. CY represented:
10 of 30
MATERIALS AND MIX DATA
Reported by:
G. Abbott
Concrete Supplier:
Mix No.:
110
Method of Mixing:
Cement:
Type I & II
Aggregate Source:
Admixtures:
1/2% NC
Agg. Correction Factor:
SPECIFICATIONS
Slump, inches: 4
Air Content, %: 3 t 1.5
Report No.: 62
Date: 05/08/09
Client No.: MADDIS
Project No.: P08053A
Permit No.: NR
No.:
Stock Pile
N/R
REQUIRED STRENGTH, PSI
3000 @ 28 days
Sample No.:
P09132
FIELD TEST DATA
Cylinder X -Sec
Slump, inches:
4
(ASTM C-143)
Truck No.:
39
Air Content, %:
3
(ASTM C-231)
Ticket No.:
00325
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
6:43 AM
Conc. Temp. °F:
64
(ASTM C-1064)
No. CY represented:
10 of 30
Air Temp, °F:
38
Water Added, gal.:
0
Date Cast:
05/08/09
Weather:
NR
Time:
NR
By: GA - STRATA
Date Received:
05/10/09
• Nnte-(Concrete samoled in accordance with ASTM C W2, Cylinders were cast and cured in accordance with ASTM C 31)
Sample No.:
P09132
Cylinder
Cylinder X -Sec
ID
Diameter Area
Total Fracture Date Age Comp.
Load Type Tested Tested Strength
rHaysl losil
P09132A
P09132B
P09132C
P09132D
6.0
6.0
6.0
6.0
1 28.27r
28.27
28.27
28.27
109960 Conical 05/15/09
130040 Pad Cap 06/05/09
131260 Shear 06/05/09
HOLD
7 3890
28 4600
28 4640
H
NR = NOT RECORDED
28 Day Average: 4620
Reviewed By:
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON I G
www.stratageotech.com 2815 Garrett Way - Ste. C Pocatello, Idaho 83241 P.208.237.3400 R208.237-:3449
0 i
STRaTa
GEOTECHNICAL ENGINEER'.NG & MATERIALS TESTING
S1\%CG�Y/�I'y FYOM -Y%(C C_' '0.nd NF'
CONCRETE CYLINDER TEST REPORT
Client: Madison School District Report No.: 59
PO Box 830 Date: 05/04/09
Rexburg, ID 83440 Client No.: MADDIS
Project:
Project Address:
Contractor:
Placement Location:
Madison High School
12th & University Blvd, Rexburg, ID
C Reinheart & Son
h7kiII
Project No.: P08053A
Permit No.: NR
Set No.:
I MATERIALS AND MIX DATA I
Mix No.:
Cement:
Admixtures:
SPECIFICATIONS
Slump, inches:
Slump, inches:
Air Content, %:
Unit Weight, pcf:
Conc. Temp. °F:
Air Temp, °F:
Date Cast:
Time:
Sample No.:
Cylinder
ID
Type I&II
Method of Mixing:
Aggregate Source:
Agg. Correction Factor:
Stock Pile
REQUIRED STRENGTH, PSI
FIELD TEST DA
4
(ASTM C-143)
Truck No.:
3
(ASTM C-231)
Ticket No.:
NR
(ASTM C-138)
Time Batched:
70
(ASTM C-1064)
No. CY represented:
61
6.0
Water Added, gal.:
05/04/09
06/01/09
Weather:
1:45 PM
By: GA - STRATA
Date Received:
3000 @ 28 days
NR
00213
1:06 PM
10
0
NR
05/06/09
Note—(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
P09129
Cylinder X -Sec
Diameter Area
(inches) (so in)
Total Fracture Date Age Comp.
Load Type Tested Tested Strength
(lbs) (days) (osi)
P09129A
6.0
28.27
85600 Cone/Split
05/11/09
7 3030
P09129B
6.0
28.27
127160 Shear
06/01/09
28 4500
P09129C
6.0
28.27
125060 Shear
06/01/09
28 4420
P09129D
6.0
28.27
HOLD
H
NR = NOT RECORDED
Reviewed
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON
28 Day Average: 4460
www.stratageotech.com 7815 Garrett Way - Ste. C Poratello, Idaho 93201 P. 208.237.3400 f, 268.237.3 49
04
STRWra
CEP'I EC4NMCAL ENO NEERING b TESTING
Snr'<�rHy Fro,v lYx� 4'roand Vp
NCRETE
Client:
Madison School District
(ASTM C-143)
Report No.:
60
Air Content, %:
PO Box 830
(ASTM C-231)
Date:
05/06/09
Unit Weight, pcf:
Rexburg, ID 83440
(ASTM C-138)
Client No.:
MADDIS
Conc. Temp. °F:
Project:
Madison High School
No. CY represented:
Project No.:
P08053A
Project Address:
12th & University Blvd, Rexburg, ID
Water Added, gal.:
Permit No.:
NR
Contractor:
C Reinheart & Son
Weather:
NR
Time:
Placement Location:
S.O.G. Line U.2 & 11
Date Received:
Set No.:
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
MATERIALS AND MIX DATA
LABORATORY TEST DATA
Reported by:
G. Abbott
Concrete Supplier:
Walters Ready Mix
Mix No.:
110
Method of Mixing:
Transit
Cement:
Type I & II
Aggregate Source:
Stock Pile
Fracture Date
Admixtures:
1/2% NC
Agg. Correction Factor:
N/R
Type Tested
Tested Strength
Air Entrainment Addilitive
(inches)
(so in) (Ihs)
SPECIFICATIONS
Slump, Inches:
4
REQUIRED STRENGTH, PSI 3000
@ 28 days
Air Content, %:
3 ± 1.5
FIELD TEST DATA
Slump, inches:
31/2
(ASTM C-143)
Truck No.:
38
Air Content, %:
2.8
(ASTM C-231)
Ticket No.:
00250
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
7:40 AM
Conc. Temp. °F:
64
(ASTM C-1064)
No. CY represented:
10
Air Temp, °F:
46
Water Added, gal.:
0
Date Cast:
05/06/09
Weather:
NR
Time:
8:15 AM By:
GA - STRATA
Date Received:
05/07/09
Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
P09130
Cylinder
Cylinder
X -Sec Total
Fracture Date
Age Comp.
ID
Diameter
Area Load
Type Tested
Tested Strength
(inches)
(so in) (Ihs)
Nowt (..P,
P09130A
6.0
28.27
108940 Shear 05/13/09
7 3850
P09130B
6.0
28.27
149820 Shear 06/03/09
28 5300
P09130C
6.0
28.27
149960 Shear 06/03/09
28 5300
P09130D
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average: 5300
Reviewed By:
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageatech.com 281ISGarrettWay-Sto,C Pocatello, Idaho 83201 R208.237.3400
#0
S TFRaTa
GE.((OTECiNICAL ENGINEERING & MATERIALS TESTING
y N�,9,4/ YOM -I'/6 <7,.,,nd Up
CONCRETE CYLINDER TEST REPORT
Client: Madison School District Report No.: 67
PO Box 830 Date: 05/23/42
Rexburg, ID 83440 Client No.: MADDIS
Project: Madison High School Project No.: P08053A
Project Address: 12th & University Blvd, Rexburg, ID Permit No.: NR
Contractor: C Reinheart & Son
I MATERIALS AND MIX DATA
Mix No.: 110 Method of Mixing:
Cement: NR Aggregate Source:
Admixtures: NR Agg. Correction Factor:
SPECIFICATIONS
Slump, inches: 4
Air Content, %: 3:t 1.5
REQUIRED STRENGTH, PSI
3000 @ 28 days
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
Cylinder
ID
P09149
Cylinder X -Sec Total Fracture Date Age Comp.
Diameter Area Load Type Tested Tested Strength
(innhasl (sn inl (Ihal (days) (nsil
P09149A
6.0
FIELD TEST DATA
114180 Pad Cap 05/27/09
Slump, inches:
4
(ASTM C-143)
Truck No.:
36
Air Content, %:
2.5
(ASTM C-231)
Ticket No.:
00601
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
NR
Conc. Temp. °F:
62
(ASTM C-1064)
No. CY represented:
30 of 40
Air Temp, °F:
58
Water Added, gal.:
0
Date Cast:
05/20/09
Weather:
NR
Time:
7:30 AM
By: LG - STRATA
Date Received:
05/21/09
' Note -(Concrete
samoled in accordance with ASTM C 172. Cvlinders were cast and cured in accordance vilth ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
Cylinder
ID
P09149
Cylinder X -Sec Total Fracture Date Age Comp.
Diameter Area Load Type Tested Tested Strength
(innhasl (sn inl (Ihal (days) (nsil
P09149A
6.0
28.27
114180 Pad Cap 05/27/09
7 4040
P09149B
6.0
28.27
06/17/09
28
P09149C
6.0
28.27
06/17/09
28
P09149D
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average:
l f`
Reviewed BY:
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON V OMING
www.stratageotech.com 2SiS Garrett Way -Ste,C Pocatello, Idaho 83201 P. 203.237.3400 E. 20,3.3.:1:.+�;'
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CONCRETE CYLINDER TEST REPORT
Client: Madison School District Report No.: 68
PO Box 830 Date: 05/21/09
Rexburg, ID 83440 Client No.: MADDIS
Project: Madison High School
Project Address: 12th & University Blvd, Rexburg, ID
Contractor: C Reinheart & Son
Placement Location: S.O.G. Line 11 at Line E
Mix No.:
Cement:
Admixtures:
322H
SPECIFICATIONS
Slump, inches: 4
Air Content. %: 3 ± 1.5
Project No.: P08053A
Permit No.: NR
Concrete Supplier:
Walters Ready Mix
Method of Mixing:
Transit
Aggregate Source:
NR
Agg. Correction Factor:
N/R
REQUIRED STRENGTH, PSI 3000 @ 28 days
Sample No.:
P09150
FIELD TEST DATA
Cylinder X -Sec Total Fracture Date
Slump, inches:
33/4
(ASTM C-143)
Truck No.:
94
Air Content, %:
2.8
(ASTM C-231)
Ticket No.:
00719
Unit Weight, pcf:
NR
(ASTM C-138)
Time Belched:
NR
Conc. Temp. °F:
66
(ASTM C-1064)
No. CY represented:
10 of 40
Air Temp, °F:
48
Water Added, gal.:
0
Date Cast:
05/21/09
Weather:
NR
Time:
6:35 AM
By: GA - STRATA
Date Received:
05/22/09
• Note—(Concrete
sampled in accordance with ASTM C 172. Cvlinders were cast and cured in accordance with ASTM C 31)
Sample No.:
P09150
Cylinder
Cylinder X -Sec Total Fracture Date
ID
Diameter Area Load Type Tested
6.0
(inches) (sq in) (Ibs)
Age Comp.
Tested Strength
(days) (psi)
P09150A
6.0
28.27
104640 Pad Cap 05/28/09
7 3700
P09150B
6.0
28.27
06/18/09
28
P09150C
6.0
28.27
06/18/09
28
P09150D
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average:
Reviewed By:
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON JO)NG
www.stratageotech.com 2815 Garrett Vtray - Sta, C Pocatello, Idaho 93201 R208.27,7.3400 F.208.237.3449
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GEUI'ECHNIG ENGINEERNG& MATERIALS TESTING
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Reported by:
CONCRETE CYLINDEF
Client.,
Madison School District
Cement:
PO Box 830
Admixtures:
Rexburg, ID 83440
Project:
Madison High School
Project Address:
12th & University Blvd, Rexburg, ID
Contractor:
C Reinheart & Son
Placement Location:
S.O.G. Line T.2 at Line 10
Reported by:
G. Abbott
Mix No.:
110
Cement:
Type I & II
Admixtures:
Poz 322H, NB90
SPECIFICATIONS
Slump, inches:
Air Content, %:
4
3 ± 1.5
AND MIX DATA
Report No.: 69
Date: 05/28/09
Client No.: MADDIS
Project No.: P08053A
Permit No.: NR
Set No.:
Method of Mixing: Transit
Aggregate Source: NR
Agg. Correction Factor: N/R
REQUIRED STRENGTH, PSI 3000 Q 28 days
FIELD TEST DATA
Slump, inches:
31/2
(ASTM C-143)
Truck No.:
116
Air Content, %:
2.8
(ASTM C-231)
Ticket No.:
00925
Unit Weight, pcf:
NR
(ASTM C-138)
Time Batched:
NR
Conc. Temp. °F:
76
(ASTM C-1064)
No. CY represented:
10 of 40
Air Temp, °F:
49
Water Added, gal.:
0
Date Cast:
05/28/09
Weather:
NR
Time:
6:32 AM
By: GA - STRATA
Date Received:
05/29/09
• Note -!Concrete
samnind in accordance with ASTM C 172. Cvlinders were cast and cured in accordance with ASTM C 31)
Sample No.:
Cylinder
ID
P09161
Cylinder X -Sec Total Fracture Date Age Comp.
Diameter Area Load Type Tested Tested Strength
rinrhoel fen inl (ihcl (days) (DSI)
P09161
6.0
28.27
103820 Pad Cap 06/04/09
7 3670
P09161 B
6.0
28.27
06/25/09
28
P09161 C
6.0
28.27
06/25/09
28
P09161 D
6.0
28.27
HOLD
H
NR = NOT RECORDED
28 Day Average:
r`
Reviewed By: /
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 281 S Garrett V1ay - Ste. C Pocatello, IcIaho 83201 P.708.237.3400 V.20&237.3449
#io
STRaTa
GEOTE0414ICN ENGINEERING A MATSRIAL TESTING
Srm! gri4X Frown YAr_ E7round Vp
P09131A
CONCRETE CYLINDER TEST REPORT
28.27
Client:
Madison School District
P09131B
Report No.: 61
28.27
PO Box 830
28 5460
Date: 05/07/09
6.0
Rexburg, ID 83440
154040 Conical 06/04/09
Client No.: MADDIS
Project:
Madison High School
28.27
Project No.: P08053A
Project Address:
12th & University Blvd, Rexburg, ID
Permit No.: NR
Contractor:
C Reinheart & Son
Placement Location:
S.O.G. Line 11.5 at Line L.1; North Classroom Area
Set No.:
MATERIALS AND MIX DATA
Reported by:
G. Abbott
Concrete Supplier:
Walters Ready Mix
Mix No.:
109
Method of Mixing:
Transit
Cement:
Type I & II
Aggregate Source:
Stock Pile
Admixtures:
Agg. Correction Factor:
N/R
SPECIFICATIONS
Slump, inches:
4
REQUIRED STRENGTH, PSI 3000 @ 28 days
Air Content, %:
3 t 1.5
FIELD TEST DATA
Slump, inches:
31/2 (ASTM C-143)
Truck No.:
111
Air Content, %:
3 (ASTM C-231)
Ticket No.:
00288
Unit Weight, pcf:
NR (ASTM C-138)
Time Batched:
7:25 AM
Conc. Temp. °F:
64 (ASTM C-1064)
No. CY represented:
10
Air Temp, °F:
46
Water Added, gal.:
0
Date Cast:
05/07/09
Weather:
NR
Time:
8:15 AM By: GA - STRATA
Date Received:
05/08/09
. Note -(Concrete sampled in accordance with ASTM C 172, Cylinders were cast and cured in accordance with ASTM C 31)
LABORATORY TEST DATA
(ASTM C 39)
Sample No.:
P09131
Cylinder
Cylinder X -Sec Total
Fracture Date
Age Comp.
ID
Diameter Area Load
Type Tested
Tested Strength
(inchaal (sn in) (lhs)
(days) (DSi)
P09131A
6.0
28.27
103260 Conical 05/14/09
7 3650
P09131B
6.0
28.27
154400 Conical 06/04/09
28 5460
P09131C
6.0
28.27
154040 Conical 06/04/09
28 5450
P09131D
6.0
28.27
HOLD
H
NR = NOT RECORDED
Reviewed By:
28 Day Average: 5460
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
www.stratageotech.com 2815 GarretttrVay - Ste. C_ Pocatello, Idaho 83201 P.203.237.:3400 F.208.23734,19
STRaTa
6E�TG V'H.NIGLL ENG.AEERtyC- 6 M1Nl ERIf�L51'[51iM1'::
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GROUT CUBE TEST REPORT
Client:
Madison School District
Report No.:
6
_Type I & 11
PO Box 830
Date:
5/4/2009
P09128
Rexburg, ID 83440
File No.:
MADDIS
Prism Dimensions
X -Sec Total
Project No.:
P08053A
Project:
Madison High School
Date Received:
05/06/09
Contractor:
Frazer Masonry
28
Time: 3:15 PM
Structure:
Bv: GA - Strata
Placement Location:
Wing Wall of Pit Area; Fine Arts Building
MATERIALS AND MIX DATA
Reported by:
Mix No.:
Cement Brand Type:
Admixtures:
G. Abbott
Grout Supplier:
516
Truck No.:
_Type I & 11
Ticket No.:
Hot Water- Polyheed 997
Time Batched:
Walters Ready Mix
NR
NR
10:38 AM
SPECIFICATIONS REQUIRED STRENGTH, PSI
Slump, inches: 8" 7 Day:
28 Day: 2000
FIELD TEST DATA
Slump, inches: 71/4 (ASTM C-143)
Prism Curing (ASTM C-1019)
Grout Temp, °F: 73 (ASTM C-1064)
Air Temp, °F: 62
Field Cure Days:
NR
P09128
at Temp. Range, °F:
NR
Grout Sampled, Tested, &
Prism Dimensions
X -Sec Total
Prisms Cast (ASTM C-1019)
Lab Cured from:
2
Using 4 Masonry Blocks
Date Received:
05/06/09
Date Cast: 05/04/09
(so in) (lbs)
28
Time: 3:15 PM
Bv: GA - Strata
Date Age Comp.
Tested Tested Strength
(days) (Dsi)
P09128A
3.25
LABORATORY TEST DATE
1 05/11/09 1
(ASTM C-39)
Sample No.:
P09128
3.21
3.29
Prism
Prism Dimensions
X -Sec Total
ID
Width 1
Width 2
Area Load
3.29
(inches)
(inches)
(so in) (lbs)
Date Age Comp.
Tested Tested Strength
(days) (Dsi)
P09128A
3.25
3.25-T--l-o.5-6-T-41320
1 05/11/09 1
7
1 3910
P09128B
3.21
3.29
10.56
59460
06/01/09
28
5630
P09128C
3.26
3.29
10.73
38840
06/01/09
28
3620
Note: TYUCk # 35 Ticket# 00217
28 Day Average= 4630
Reviewed By: i 1