HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-12-10FEI Page 1 of 1
Daily Construction ReportIt$ilt|iiltsPtcfl0il.,,t
G*iiiJ I (e.i-ri' s.'i'r
Client Mr. Mark lngram Project:
Oregon lndustrial Lumber Products
PO Box 1442
Springfield, Orcgon 97 477
OILP Storage Building
3950 Marcola Rd.
Springrfield, Oregon
Date: 12-10-18
Project o.: 2187004
Roport No.: E-47240
lnspector: M. Meyer
lD No.:
Continuous lnspection: tr
Periodic lnspection: E
lnspectionof: Sitework
Contractor: O&SContractors
Wsather: Cloudy/30-40"
BP No.: 18-002435
Met on-site with Mark lngram (OILP), Clay O'Connor (O&S), and/or Tom Heer (Blade Works) to
observe completed excavations for new column footings on line C. Site visits were made on
December 06, 07 & 10.
Excavations are founded in the weathered bedrock slrata referenced in the project soils report dated
March 06, 2018, at depths below existing pavement grade of 11.0' at lines 1C to 14.0' at 6C.
Dewatering pumps are being used as crushed rock backfill is placed to raise areas back to proposed
botlom of footing elevations. Field density lesting was performed on December 10 and results will
be reported under separate cover. The tests indicate in-place values exceed the minimum
reguirement of 95% referenced in the soils report.
Mr. O'Connor and Mr. Heer were asked to notify our office when additional services are needed.
/].
Michael L yer
Technical Manager
MLM:st
This report and/or eoclosed tesl daia is the confidentral property ol lhe clienl lo *iom it is addressed and pertsrns to th€ specirlc
process and/or material evaluated As such, informalion conteined herein shall not be reproduced in part or full aod/or any pan
lhereofbe disclosed without FEI Tesling e lnspection, lnc.'s written authorization
750 I'JW CordlAvenue . Coryallis, Oregon 97330 phone (541) 757-4698
29540 B Airport Road . Eugene, oregon 97402 . pf'one (541) 6843849
945 Cdurrt a Steet NE, Suite 1A Salern, Oregm 97301 . phor€ (971) 2734672
Reviewed by:
c:
O&S Contractors - Clay O'Connor (email)
Peterson Engineering - (email)
City of Springfreld - Robert Castile (email)
Page 1 of 1
ftsnffirlllsPtnloll.ilt
G6Erii(.rr (arrb i.ry,. Geotednical & CorEfiJcltJn ServiE Field Density Test Results - ASTM D 6938
FEI
Client: Mr. Mark lngram Project:
Oregon Induslrial Lumber Products
PO Box 1442
Springrf ield, Ot egon 97 47 7
OILP Storage Building
3950 Marcola Rd.
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
12-10-18
2187004
E47241
18-002435
MOISTURE/DENSITY DATA: AASHTO T99 - Maximum Dry Density of 124.1 pct, at 13.2% moisture, is from our sample
no. 7404-A dated 01 -'19-18 for 3/4'-0 crushed gravel (OSG).
Tests performed at or below finished grade of crushed rock fill under tootings
Remarks: Tom Heer (Blade Works) was advised of test results.
Reviewed By:
/)
Mrchaei L
Technical Manager
O&S Contractors - Clay O'Connor (email)
Peterson Engineering - (email)
City of Springfield - Robert Castile (email)
MLM:St
conuiEd h.Ein shallllor b. Eprodu.cd ir n n of tull ..d or an!-- pan lh.r.of b. d,*loed wilhqn tEl T.em8 & lnsp.clm, lm s f,nno.uhdirrid
750 tlw ComellAvenue Conallis, Oregon 97330 phone (541) 7574698
29540 B Airpon Road Eugene, oregorl 97/tO2 phooe (541) 6&8849
945 Cdumbia Sreet NE, Suite 1A Salem. Oregon 97301 pttooe (971) 2734672
Test
No.
Approximate Location Approx
Elev.
Wst
Density
(pc0
Percent
Moisture
Ory
Oensity
(pcfl
Percent
Compaction
Compaction
Requirement
1
2
3
4
5
6
At lines 4C
At lines 4C
Al lines 5C
At lines 5C
At lines 6C
At lines 6C
*,I' BFG
FG
!1'BFG
FG
T'I' BFG
FG
137 .6
139.8
142.1
'129.6
140.3
133.4
8.1
7.7
9.9
6.9
7.9
9.1
129.3
129.4
129.3
'121 .2
130.0
122.2
100+
100+
'r 00+
98
100+
99
95
95
95
95
95
95
FEI
ftsfllt0tiltsPtffl0il,,tG-rhit.r. (''h,<t6 s.rti.' Ger:tedriel & cssfiLrdiyr Sgvi-s
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Reviewed By:
Mr. Mark lngram PROJECT
Oregon lndustrial Lumber Products
PO Box 1442
Springfeld, Oregon 97477
BP NO.
OATE
PROJECT NO
REPORT NO.
12-24-18
2187004
2672
OILP Storage Building
3950 Marcola Rd.
Springfield, Oregon
23.0
12-18-18
4'x8'
Knife River
3t4"
5 112"
1:15 PM
ASTM C 31
DATE CAST
STRENGTH REOUIRED
STRENGTH PLACEO
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
DATE RECEIVEO
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
18-002435
12-17-18 CAST BY M. Meyer
4000 psi
4000 psi SACKS
6RN17OO9 CEMENT
WRDA tr; AEA
1 TtcxET NO. 80031146
60" F YAROAGE 8,0 OF
52'F WEATHER Cloudy
Column footings at lines 1C, 2C, 3C, 4C, 5C & 6C
REMARKS: Howard (O&S Contractors) was advised of on-sate test resulls.
LOAD ,I SAMPLED At lines 2C
TEST
DATE
AGE
{DAYS)
AREA
(tN.,)
WEIGHT
(LBS)
TOTAl-
LOAD (LBS)
COMPRESSIVE
STRENGTH IPSI)
AVERAGE
STRENGTH
(PSr)
TIME OF
TEST
TYPE OF
FRACTURE'
12-24-18 7 '12.31 8.25 63475 5160 8:20 AM 2
01-14-19
01-'14- 19 28
01-14-19 28
_1.EidCsB 2, CdE/Spl,r 3-Cdum.r .-O.gM.r 5 - Srd. (too s bonm) 6 - $d! (ponr.d rop d bot@)
"J t&
{r,.-
Michael L. Meyer
Technical Manager
O&S Contractors - Clay O'Connor (email)
Petersoo Engineering (email)
City ot Springfield - Robert Castile (email)
This reporl and/or enclosed lest data is the confidenlial properly of the cl€nt to rr/hom il is addressed and pertains lo lhe specific
process and/or maledal evalualed. As such, information conlained herein shall nol be reproduced in part or full and/or any part
lhereol be disclosed wilhoul FEI Testing & lnspection. lnc's urilten authorization.
750 t.Iw ComdlAvenue Corvallis, Oregon 97330 ptrcne (541)7574698
29540 B Ajrport Road Eugen€, oregpo 97402 phone (541)6843849
945 Columbia Slreet NE, Suite 14 Salem, O€gon 97301 phme (971) 2734672
[4LM:st
FEI Page 1 of 1
Daily Field Report
Client:Mr. Mark lngram Project:
Oregon lndustrial Lumber Products
PO Box 1442
Springfield, Orcgon 97477
OILP Storage Building
3950 Marcola Rd.
Springfield, Oregon
Date: 01{8-19
Projeci No.: 21E7OO4
Report No.: E-47356lnspector: M. Meyer
lD No.: 0877905
tcc
Continuous lnspection: B
Periodiclnspection: EI
lnspection of: Reinforced ConcreteContractor: O&SContractors
Performed inspection on the reinforcing steel for column piers at lanes 1C,2C,3C,4C,
5C & 6C and column footings al1A,2A,3A, 4A, 48,58 & 68. Rebar was checked for
size, grade, lap, quantity, ties, supports and clearances, where applicable. Anchor
bolts were checked for size & embedment, and were secured in templates.
Observed the placement of 31.0 yards of Knife River 4000 psi concrete (mix
6RN17009). Concrele was placed directly from trucks and was mechanically
consolidated. Cast one (l) set of four (4) 4" x 8" compressive strength test cylinders
from load 2. Slump-4'l/2"; concrete temperature - 64F; air temperature - 42F.
Howard (O&S Contractors) was advised of on-site test results and was asked to notify
our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
03-21-18 and applicable workmanship provisions of the l.B.C., except if noted above.
Reviewed By:
/1.r
Michael L
Technical Manager
c:
MLM:sc
This repoi and/or enclosed test data is the con,ldential property of lhe clienl lo whom it is addressed and pertains to the spocific
p.ocess andlor malerial evaluated As such, information conlained herein shall not be reproduced in pan or full andlor any parl
lherool be disclosed wilhoul FEI Testing & lnsp€ction, lnc 's written authorizalion
75O tIW Corndl Avenue Coryallis, orwon 97330 phme (541) 7574698
29540 B AiDort Road EW€ne, Oregon 9zto2 phone (541) 68ffi49
94.5 Columtia Steet NE, Suite 1A Salem, oregon 97301 phone (971)2734672
Sm!!*Wk" c€edyicd & corsudbn servi:es
Weather: Cloudy
BP No.: 18-002435
O&S Contractors - Clay O'Connor (email)
Peterson Engineering (email)
City of Springfield - Robert Castile (email)
tfsilil0t iltsPtfft1il,ut'6e6.i,iol a cd,nldir t di.r Geciechni, & Cor$uctcn Services
Page 1 of 1
Field Density Test Results - ASTM D 6938
FEI
Client: Mr. Mark Ingram Project;
Oregon lndustrial Lumber Products
PO Box 1442
Sprjngfi eld, Oregon 97 477
OILP Storage Buildin9
3950 Marcola Rd.
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
12-'.t9-18
?187004
E47290
18-002435
Tests performed at or below finished grade of crushed rock fill under footing
Remarks: Tom Herra (Bladeworks) was advised of test results.
Reviewed By:
fi,*
Michael L. M
Technical Manager
O&S Contractors - Clay O'Connor (email)
Peterson Engineering - (email)
City of Sprhgfield - Robert Castile (email)
MLMrsc
@raiEd [6cr. sltallnor b. rcFoduc.d !n pan of fulle*Lo. t p.n rhdcotb. dis.loscd $id$!r FEI T.ging & lrc!.ctidr.I]l. s *rina al,hcianpn
750 t[W ComellAr€nue Corvallis, Oegon 97330 firorE (541) 757-4698
29540 I Airport Road . E€ene, Oregm 97402 . dlone (541) 6E43&19
945 Columbia Sfeet NE, Suite 14 Salem, Oegon 97301 phone (971) 2730672
Test
No.
Approximate Location Approx
Elev.
Wet
Oensity
(pcO
Percent
Moisture
Dry
Density
(pcf)
Percent
Compaction
Compaction
Requirement
1
2
4
o
7
8
9
10
At lines 1A
At lines 1,q
At lines 2A
At lines 3A
At lines 4A near north end
At lines 4A near south end
At lines 58
At lines 58
At lines 68
At lines 68
.1' BFG
FG
FG
FG
FG
FG
-1' BFG
FG
-,I' BFG
FG
'1 33.0
127 .9
140.3
'135.2
134.3
127 .1
128.2
134.9
4.9
6.0
7.1
6.9
6.2
5.5
6.3
6.5
6.2
126.8
120.6
123.2
131.r
126.4
126.4
120.5
120.6
126.7
124.5
100+
97
99
100+
100+
100+
97
97
100+
100+
o6
95
95
95
95
oq
95
95
95
95
MOISTURE/DENSITY DATA: AASHTO T99 - Maximum Dry Density ol 124.1 pcf, at 13.2% moisture, is from our sample
no. 7404-A dated 01-19-18 for 3/4'-0 crushed gravel (DSG).
FEI Page 1 of '1
Dailv Construction ReportItsflilgtfisPtcilnil.,,t
c-!]li.d I a'rh.ii- 3.,*-
Client:Mr. Mark lngram Project:
Oregon lndustrial Lumber Products
PO Box 1442
Springfield, Orcgon 97 477
OILP Storage Building
3950 Marcola Rd.
Springfield, Oregon
Date: 12-19-18
Project No.: 2187004
Report No.: E-47286
lnspector: M. Meyer
lD No.:
Continuous lnspection: O
Periodiclnspection: EI
Reviewed by:
Weather: Cloudy/55'
BP No.: 18-002435
Met on-site with Tom Heer (Blade Works) to observe completed excavations for new column
lootings on lines A & B.
Excavations are founded in the weathered bedrock slrata referenced in the pro.iect soils report dated
March 06, 2018, at depths below existing pavement grade of i2.5'at lines 14 to t5.0'at 68.
Dewatering pumps are being used as crushed rock backfill is placed to raise areas back to proposed
bottom of footing elevations. Field density testing was performed and results will be reported under
separate cover. The tests indicate in-place values exceed the minimum requirement of 95%
referenced in the soils report.
Mr. Heer was asked to notify our office when additional services are needed
/h4a-=
Michael L. Meyer
Technical Manager
c:
O&S Contractors - Clay O'Connor (email)
Peterson Engineering - (email)
City of Springfield - Robert Castile (email)
MLM:st
This r€porl and/or enclosed test dela as the confidenlial prop€rly of the cllent lo wllom il is address€d and perlains to lhe specific
process and/or malerial evalualed. As such, information contained herein shall nol be reproduced in pan or lull and/or any pad
thereol be dasclosed wilhout FEI T€sljng E lnspcction. lnc.'s written authori2etion.
750 t'IW Cordl A\Enue . CorvaIis, Oregpn 97330 . p|rone (541) 757-4698
29310 B Airporl Road . EWene, oregon 97402 pt'one (541) 684384S
945 Cdurtia Sreel NE, Suite 14 Salem, oregpn 97301 phone (971) 2734672
lnspection of: Sitework
Contractor: O&SContractors
FEI Page 'l of 'l
Daily Field Report#m!!ruk- Ge*cfnid & corsrLdim savices
Mr. Mark lngram Project
Oregon lndustrial Lumber Products
PO Box 1442
Springfield, Orcgon 97 47 7
OILP Storage Building
3950 Marcola Rd.
Springfield, Oregon
Date: 12-'17-'18
Project No.: 2187004
Raport No,: E47269
lnspector: M. Meyer
lD No.: 0877905
tcc
Continuous lnspection: tr
Periodic lnspection: M
lnsp€ction of: Reinforced Concrele
Contractor: O&SContractors
Reviewed By:
Weather
BP No.:
Cloudy
18-002435
Performed inspection on the reinforcing steel for column footings at lines 1C, 2C, 3C,
4C, 5C & 6C. Rebar was checked for size, grade, lap, quantity, ties, supports and
clearances, where applicable.
Observed the placement of 23.0 yards of Knife River 4000 psi concrete (mix
6RN17009). Concrele was placed directly from trucks and was mechanically
consolidated. Cast one (1) set of four (4) 4" x 8" compressive strength test cylinders
from load 1 and performed field tests as follows: Slump - 5 1/2"; concrete temperature
- 60F; air temperature - 52F.
Howard (O&S Contractors) was advised of on-site test results and was asked to notify
our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance wlth plans dated
03-2'1-18 and applicable workmanship provisions of the LB.C., except if noted above.
Technical Manager
c:
O&S Contractors - Clay O'Connor (email)
Peterson Engineering (email)
City of Springfield - Robert Castile (email)
MLM:st
This report and/or enclosed tesl data is lhe conUdential prope(y of the clienl lo whom it is addressed and perlarns lo the specific
process and/or malerial evalualed As such, informallon conlained herein shall nol be reproduced in part or lull and/or any pan
the.eot be dasclosed withoul FEI Testrng & lnspeclion, lnc 's writlen aulhorization
750 t.Iw ComellA\enue . Coflrallis, Oregon 97330 phor€ (541) 757-4698
29310 B Airpofl Road Eugene, Oregon 97a02 phorE (541) 684-3849
945 Cdurntia Steet NE, Suite 1A Salern, oregon 97301 phooe (971) 2734672
Clienl:
/l r.ilw,--
Michael L. Me#
5lO 30th Street
Springrield, OR 97478
Maio Office: (S1) 741-1775
Direct Une; (541) 744-3555
Cell: (541) 501-1784
www.omlidandswinnev.com
www.wSfo.com
.{/d%
FIRE PROIECIION & SECUNIY oR ccB No. 104570
September 4d. 2018
Oregon Industrial Lumber Products
Ann: Mark Ingram
3950 Marcola Rd
Springfield, OR 97477 Total Pages: 2
AUDGET PflOPOSAL - INSTAI.UTTION
Fire Sprinkler Syslem inslallation for the new lumber storage building at Oregon Industrial Lumber Products in Springfield, Oregon.
We are pleased to confirm our budget quote to provide all material and labor for a new automatic fire sprinkler system throughout the
above mentioned as desribed below. Thiswill be in strict accordance with local and State Fire Maffhal and National Fire Protection
Association, pamphlets #13 and #24 requirements.
Our budget price for this dcsign is $72,000.00 (seventylwo lhousand dollars)
INCLUSIONS:l. 10" DCDA backflow preventer adjacent to the concrete SUB meter enclosure.2, 10" firc line 8om backflow to the NW comer ofnew building. with plugged tee for future extension.3, One new private hydranl, with required Storz outlet, to be installed in coordinated location.4. Provide 6" dry pipe valve and associated riser components in coordinated location.5. Sprinkler system, with standard weight galvanized steel pipe, throughout the building.6. Lift rental as needed.7. Subminalofplans for permit.
TXCLUSIONS:l. Any alarm or clectrical system work.
2. Sprinkler monitoring. *Please budBet $3,800.00 for radio monitoring system.3. Painting or prep for paint ofpipe.4. Night or weekend working hours.5. Any excavation or backfill offire line trcnch.6. Approvcd backflow enclosure or sprinkler system yalve house.7- Permit fees to City ofSpringfield. *Feesshouldbe assessed with building permit.
Thank you for thc opportunity to quote this project. We look fonvard to hearing iiom you soon.
Sincerely,
e%odDtuil
In signing th is document, I am acknowledging thal I undersland.am authorird to accepr, and accept this
Proposal/Conlracl \rrrh arl.ached Terms & Condilioos in rl5 cnlrreq
PURC}IASE ORDE fl-L-.**',lo
Email: mark@oilpinc.com
Offic€: (541) 746-2531
ACCEPTED BY
Narne & Title:
Billing Address:
Ciry, Srsre & Zip:
Federal Tar tD#:
n/c/,x
o m
I),rle
dr-l-