HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2011-2-28
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TEITIIIG&INIPECTlOfI,INC
Geatedlnical & ('..onstrucfun Services
Compressive Strength of Concrete
IASTM C 39L
Ms. Julie Daniel
BRING Recycling
4446 Franklin Blvd.
Eugene, Oregon 97403
PROJECT BRING Recycling - Bldg. 10
4446 Franklin Blvd.
Eugene, Oregon
DATE
PROJECT NO.
REPORT NO.
02-28-11
2117011
7364
C\!IENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
BPNO.
S2010-00566
01-31-11
3000 psi
3000 psi
313068
CAST BY
DATE RECEIVED 02-01-11
SPECIMEN SIZE 4" xB"
SUPPLIER ESG
MAX SIZE AGG. 3/4"
AIR CONTENT
SLUMP 41/4"
17.0 TIME 2:50 PM
SPECIMEN STORAGE ASTM C 31
M. Meyer
SACKS
CEMENT
1 TICKET NO. 58021238
68' F YARDAGE 8.5 OF
51' F WEATHER Cloudy
Column footings at lines 5A.3 and 5A.8.
At lines 5A.3.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE /DAYS) (IN.') {LBS\ LOAD ILBS\ STRENGTHIPSI\ (PSI) TEST FRACTURE-
02-07-11 7 12.56 8.72 40800 3250 7:25 AM 5
02-28-11 28 12.56 8.73 65205 5190 8:00 AM 3
02-28-11 28 12.56 8.71 63675 5070 5130 8:05 AM 3
Hold .
"'1- End Cones 2 - ConefSplit 3. Columnar 4- Diagonal 5 - Side (top or bottom) 6- Sida (pointed top or bottom)
REMARKS: John Baugus (Chambers Construction) was advised of on-site test results.
Reviewed By:
M~el~:;~
Technical Manager
c:
TBG Architects - Ben Rippe (email)
Kpff Engineers - Carole Knapel (email)
Chambers Construction - Dave Hoffman (email)
Hohbach-Lewin, Inc. - Vikki Bourcier (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW Comell Avenue. Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 B Airport Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3651
62979 NE Plateau Drive, Su~e 3 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4646
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Page 1 of 1
TESTING & INIPEGlON, INC
Geotechnical & Conslrudion Servires
Report of Inspection Services
Welding/High-Strength Bolting
Client: Ms, Julie Daniel
BRING Recycling
4446 Franklin Blvd.
Eugene, Oregon 97403
Project:
BRING Recycling - Bldg. 10
4446 Franklin Blvd,
Eugene, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
High Strength Bolts
MBSI
Chambers Construction
Shop: 0
Weather:
BPNo.:
02-23-11
2117011
E-27794
A. Wilson
8049931
ICC
Field: Ii1I
Cloudy
S2010-00566
Performed tension verification on 3/4" x 2 1/2", 7/8" x 3 1/2" and 1 1/2" x 5" A325 high strength bolts at
beam to beam and beam to column connections, between lines 2 and 5, from A and B. High strength
bolts were brought into tension using the turn-of-the-nut method with match marking techniques.
MBSI representative was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with approved shop drawings dated
12-03-10 and applicable AISC manual, except if noted above.
Reviewed By:
A.~~
Michael L. Meyer
Technical Manager
c:
TBG Architects - Ben Rippe (email)
Kpff Engineers - Carole Knapel (email)
Chambers Construction - Dave Hoffman (em ail)
Hohbach-Lewin, Inc. - Vikki Bourcier (email)
City of Sprin9field
MLM:sc
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~1' ~ Y-
I? .,? (<'0
~
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization. '
750 NW Comell Avenue. Corvaliis, Oregon 97330. phone (541) 7574698. fax (541) 757-2991
29540 B Airport Road. Eugene, Oregon 97402' phone (541) 684-3849. fax (541) 684-3851
62979 NE Plateau Drive, Sufte 3 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 3824846
SfEl
Page 1 of 1
Geotechnical & Consbudion SeIvio:ls
Report of Inspection Services
Welding/High-Strength Bolting
lElll11G & INIPEGIOtl, ItlC
Client: Ms. Julie Daniel
BRING Recycling
4446 Franklin Blvd.
Eugene, Oregon 97403
Project:
BRING Recycling - Bldg. 10
4446 Franklin Blvd.
Eugene, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
High Strength Bolts
MBSI
Chambers Construction
Shop: 0
Weather:
BPNo.:
02-22-11
211701'1
E-27792
C. Walpole
5114210-85
ICC
Field: ~
Clear
S2010-00566
Arrived on-site to perform tension verification on the 3/4" and 7/8" A325 high strength bolts using the turn-
of-the-nut method. Three (3) bolts of each size and length were installed in a Skidmore Wilhelm tension
indicator to snug-tight conditions marked with paint and turned and additional 1/3 turn. The bolts tested
using this method meet and exceed the minimum tension requirements of 28 kips for 3/4" and 39 kips for
7/8" +5% per AISC manual.
Jim (MBSI) was asked to notify our office when additional services are needed.
Reviewed By:
M(l~~i}:g
Technical Manager
c:
TBG Architects - Ben Rippe (email)
Kpff Engineers - Carole Knapel (email)
Chambers Construction - Dave Hoffman (email)
Hohbach-Lewin, Inc. - Vikki Bourcier (email)
City of Springfield
MLM:sc
I..: ~.! (
''//If' ,
'II II
.14M
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such. information contained herein shall not be reproduced in part or full and/or any part
thereof be disdosed without FEI Testing & Inspection, Inco's written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 B Airport Road, Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
62979 NE Plateau Drive, Su~e 3. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
.
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TEITIIIG & IIIIPECflOII, llll
Geotechnical & ConsIrudion Servires
Compressive Strength of Concrete
(ASTM C 39.L
Ms. Julie Daniel
BRING Recycling
4446 Franklin Blvd.
Eugene, Oregon 97403
PROJECT BRING Recycling - Bldg. 10
4446 Franklin Blvd.
Eugene, Oregon
DATE
PROJECT NO.
REPORT NO.
02-25-11
2117011
7362
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
BPNO.
S2010-00566
01-28-11
3000 psi
3000 psi
313068
CAST BY .
DATE RECEIVED 01-31-11
SPECIMEN SIZE 4"x8"
SUPPLIER ESG
MAX SIZE AGG. 3/4"
AIR CONTENT
SLUMP 31/2"
47.25 TIME 1:15 PM
SPECIMEN STORAGE ASTM C 31
M. Meyer
SACKS
CEMENT
2 TICKET NO. 58021204
71' F YARDAGE 11.00 OF
53' F WEATHER Partly Cloudy
All column footings except at lines 5A.3 and 5A.8.
Footings at lines A 1 and A2.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) /IN.') (LBS' LOAD fLBS' STRENGTHIPSII (PSI) TEST FRACTURE""
02-04-11 7 12.56 8.70 33875 2700 8:20 AM 5
02-25-11 28 12.56 8.79 63265 5040 8:20 AM 5
02-25-11 28 12.56 8.77 62505 4980 5010 8:25 AM 3
Hold
-1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6-Side (pointed top or bottom)
REMARKS: John Baugus (Chambers Construction) was advised of on-site test results.
Reviewed By:
!L~~
Technical Manager
c:
TBG Architects - Ben Rippe (email)
Kpff Engineers - Carole Knapel (email)
Chambers Construction - Dave Hoffman (email)
Hohbach-Lewin, Inc. - Vikki Bourcier (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
750 t#V Ccn1ell Avenue' Ccrvallis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
62979 NE Plateau Drive, Su~e3' Bend, Oregon 97701. phone (541) 3824844. fax (541) 3824846