HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-2-8
,
~fEI
Page 1 of 1
TESTIIlG & INSPECTlON,IIlC
GeolechnicaI & Construdion Servires
Daily Field Report
Client: Ms. Julie Daniel Project: BRING Recycling - Bldg. 10 Date: 02-08-11
BRING Recycling 4446 Franklin Blvd. Project No.: 2117011
4446 Franklin Blvd. Eugene, Oregon Report No.: E-27690
Eugene, Oregon 97403 Inspector: D. Delatte
10 No.: 1080867-88
ICC
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Chambers Construction BPNo.: S2010-00566 Periodic Inspection: iii
Performed final reinforcing steel inspection for slab on grade with thickened areas on
line A to B, from 1 to 5. Preliminary reinforcing steel inspection was peiiormed on 02-
04-11 (ref: FEI report E-27672). I
Observed the placement of 80.0 of fl00.0 yards of Eugene Sand and Gravel 3000 psi
concrete (mix 313065) into area noted above. Concrete was placed by pump and was
mechanically consolidated. Cast two (2) sets of four (4) 4" x 8" concrete test cylinders.
I
Set 1 - Load 2 Set 2 - Load 7
Slump - 31/4" Slump - 4 1/2" I
Concrete temperature - 72F Concrete temperature - "Z2F
Air temoerature - 40F Air temoerature - 43F I
Air content - 3.1 % Air content - 3.7% I
John Baugus (Chambers Construction) was advised of the on-site test results.
To the best of our knowledge, the work Inspected was In accordance with revised plans
dated 11-02-10 and applicable workmanship provisions of the I.B.c.!, except if noted
above.
Reviewed By:
;1,,--;(.14-
Michael L. Me..;J;
Technical Manager
c:
TBG Architects - Ben Rippe (emaH)
Kpff Engineers - Carole Knapel (email)
Chambers Construction - Dave Hoffman (emall)
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.
i
I
750 NW Cornell Avenue 'CorvaOis, Oregon 97330 'phone (541) 7574698 .tax (541) 757-2991
29540 BAirportRoad 'Eugene, Oregon 97402 'phone (541) 684-3849 .fax (541) 684-3851
,
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701. phone (541) 382-4844. tax (541) 382-4846
Compressive Strength of Concrete
. I fASTM C 39)
I
DATE
I
PROJECT NO.
I
REPORT NO.
POUR LOCATION Slab on grade with thickened areas line A to B, from 1 to 5.
LOAD 2 SAMPLED Near 4.9A.5.
AVERAGEI
TEST AGE AREA ~IGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE /DAYSl tlN.'l LBSl LOAD iLBS\ STRENGTH '/PSI\ (PSIl I TEST FRACTURE-
02-15-11 7 12.56 8.65 49570 3950 I 10:30 AM 5
03-08-11 28 I
03-08-11 28
Hold I
,
~fEI
TESTltIG & INIPEGIOfI, INC
Geotechnical & Constn.dion ~
CLIENT
PROJECT
BRING Recycling - Bldg. 10
4446 Franklin Blvd.
Eugene, Oregon
Ms. Julie Daniel
BRING Recycling
4446 Franklin Blvd.
Eugene, Oregon 97403
BPNO.
S2010-00566
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
02-08-11
3000 psi
3000 psi
313065
Hot water; AEA
2
72. F
40. F
CAST BY
D. Delatte
DATE RECEIVED
SPECIMEN SIZE
,
SUPPLIER
.,
MAX SIZE AGG.
,
AIR CONTENT
I
SLUMP
TIME I
SPECIMEN STORAGE
SACKS
CEMENT
58021446
10.25 OF
Overcast
TICKET NO.
YARDAGE
WEATHER
f110.0
-1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom)
I
6- Side (pointed lop or bottom)
REMARKS: John Baugus (Chambers Construction) was advised of on-site test results.
Reviewed By:
A. 1(. ~--------
Michael L. Med
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.
I
. I
750 t-NV 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, Suite 3 . Bend, Oregon 97701. phone (541) 382-4844. t.lx (541) 382-4846
I
02-15-11
2117011
7391
02-09-11
4"x8"
ESG
3/4"
3.1%
3 1/4"
7:45 AM
ASTM C 31
Compressive Strength of Concrete
I (ASTM C 39)
I
DATE
I
PROJECT NO.
I
REPORT NO.
POUR LOCATION Slab on grade with thickened areas line A to B, from 1to 5.
LOAD 7 SAMPLED Near 3A.5.
I
AVERAGE
TEST AGE ~R~ WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) IN.' lLBSl LOAD (LBSl STRENGTHIPSIl lPSI) I TEST FRACTURE-
02-15-11 7 12.56 8.52 35560 2830 I 10:25AM 5
03-08-11 28 I
03-08-11 28
Hold I
,
~.....
~rt.
C',eo!echnica! & C'.ansIrucIion Services
TESlIIlG & INSPEalON.111C
CLIENT
Ms. Julie Daniel
BRING Recycling
4446 Franklin Blvd.
Eugene, Oregon 97403
PROJECT
BRING Recyclin9 - Bldg. 10
4446 Franklin Blvd.
Eugene, Oregon
BPNO.
S2010-00566
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
02-08-11
3000 psi
3000 psi
313065
Hot water; AEA
7
72" F
43' F
CAST BY
D. Delatte
DATE RECEIVED
I
SPECIMEN SIZE
I
SUPPLIER
I
MAX SIZE AGG.
I
AIR CONTENT
I
SLUMP
TIMEI .
SPECIMEN STORAGE
SACKS
CEMENT
58021462
10.25 OF
Overcast
TICKET NO.
YARDAGE
WEATHER
t110.0
-1- End Cones 2 _ Cone/Split 3 - Columl1ar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (POiJted top or bottom)
REMARKS: John Baugus (Chambers Construction) was advised of on-site test results.
Reviewed By:
fJJ.t ~-
Michael L ~eyll-
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
02-15-11
2117011
7392
02-09-11
4"x8"
ESG
3/4"
3.7%
4 3/4"
9:10AM
ASTM C 31
This report and/or enclosed test data is the confidential property of the client to whom it is addresse;d 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.
I
750 tfW Cornell Avenue. Ccrvallis, Oregon 97330, phone (541) 757-4698, tJ (541) 757-2991
29540 B Airport Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
62979 NE Plateau Drive, Sulle 3 . Bend, Oregon 97101 . phone (541) 382-4644 . fax (541) 382-4846
. I