HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-1-31
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Ge9ieq1nical & Construction Servires
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Phase II
BlM/FS Warehouse
3120 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
03-10~08
2077183
E-19267
R. Bowling
5241068-49
ICC
Inspection of: Epoxy Anchors
Contractor: Wildish Building Co.
Weather: Partiy_CloudY'~'^:'r~'"
BP No.: 1 COM~Q07-01740:~c
Continuous Inspection: 0
Periodic Inspection: 0
Performed continuous inspection during the installation of twenty (20) 3/4" A307 anchor
bolts at line B column locations. Prior to Installation, the predrilled holes were cleaned
with a brush and compressed air. Verified minimum embedment depth of 12".
Anchors were installed with Hilti Hy 150 Max epoxy (ICC ER #5193).
To the best of-our knowledge, the work inspected was in accordance with drawings
dated 12-06-07, engineer's directive 01-07-08 and applicable workmanship provisions
of the I.B.C., except if noted above. .
Reviewed By:
~.~/~--
Michael L. M/Ie-;
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
RECEIVED
MAR 2 0 2008
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, fnc.'s written authorization.
7fiJ NN CarlaJAvenue' CoIvaIIis, Oregon 97330' phone (541) 757-4698 . fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684J849. fax (541 )684-J851
630fiJ Corporate Place, Su~e 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
**1 - End Cones 2 - Cone/Split
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
06' 18-08
07-09-08
07-09-08
Hold
AGE
(DAYS)
7
28
28
55
Geotechnical & Construction Servires
. Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO.
REPORT NO.
B.P.NO.
lCAFRC Complex Ph. II
BLM/FS Warehouse
3120 Pierce Parkway
Springfield,.Ore90n. ;.
r::- .
L~~~~0_0?:017_40 _ "
06-18-08
2077183
5928
06-11-08 CAST BY R. Ma~ama DATE RECEIVED 06-12-08
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-1 K CEMENT MAX SIZE AGG. 3/4"
WRDA 64 AIR CONTENT 5.5%
1 TICKET NO. 3158455 SLUMP 61/4"
64" F YARDAGE 10.0 OF 30.0 TIME 9:15 AM
56" F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31
Loading dock ramp walls off southwest comer of BLM warehouse and loading dock ramp walls on north
side of phase 2 building on lines'5 and 7.
Ramp walls ~ BL~ warehouse.
AREA
(IN.')
12.56
TOTAL
LOAD (LBS)
55100
AVERAGE
STRENGTH
(PSI)
TYPE OF
FRACTURE-
,5
WEIGHT
(LBS)
I 8.2.
I
I
COMPRESSIVE
STRENGTH (PSI)
4390
TIME OF
TEST
8:50 AM
3 - Columnar
4 - Diagonal
6 - Side (top or bottom)
5 - Side (top and bottom)
REMARKS: Ian (Wildish Buildin9 Co.) was advised of. on-site test results.
Reviewed By:
p;, ';( ~ -
Michael L. ~e~eP""'--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail)
Oregon Military Dept: - (e-mail) .
Knife River - (e-mail)
City of Sprin9field
MLM:jw
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 contain'ed herein shaU'notbe reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, 'Inc.'s,written authoriZation.
7fiJ NN CanelI Avenue' Cavaliis, Oregon ~733O' phone (541) 757-4698, fax (541) 757-2991.
29540 BAirport Road, Eugene, Oregon 97402, phone (541) 6843849. fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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Page 1 of 1
11:"II~ICf;tI~~':fI.ll'I~1I tlla
G:..,~~ " ,b31 & Construc:lion Services
Daily Field Report
Client:
Mr. Jim Thomas
Wilgish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Phase II
BLM/FS Warehouse
3120 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
(0 No.:
05-27-08
2077183
E-20146
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced'Concrete
Contractor: Wlldish Building Co.
Weather: Partly.Cloudy_ _
BP No.: C.sQ.M.2QOl,P!.740
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for loading dock footings. Reinforcing
ste~1 was checked for grade, size, laps, quantities, locations,' ties, supports and
clearance.
Observed the placement of 26.0 cu.lyds. of Knife River 4000 psi concrete (Mix 40-1 K)
in areas listed above and main building ramp wall fooling and retaining wall footing near
northwest corner. ' Cast one (1) set of four (4) 4" x8" concrete test cylinders. (ref. FEI
compressive strength report no: 5903). Note: one (1) set of cylinders was cast for both
areas noted above.
To the best of our knowledge, the work inspected was in accordance with Farwest
Steel drawings dated 05-02-08, details A 1 and A2 from addendum 2 dated 11-28-07
and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
f);. i /Jw:
Michael L. Melr
Technical Manager
(
c: Barrantine Bates Lee ~ (e-mail)
kpff Consulting Engineers:" (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw.
/.
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.
7fiJ NN CanE>J Avenue' CoIvaIlis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540 B/>,jrport Road . Eugene, Oregon 97402, phone(541)684J849'fax(541)684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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11:"'"mff;IfI~.';j;'IIII~.Ul. Gbv~ u .(:aJ & Conslruclion Servires
Page 1 of 1
'I'
,Report of Inspection Services
..
WeldinQ/HiQh-StrenQth BoltinQ
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex Phase II
BLM/FS Warehouse
3120 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
IDNo.:'
03-25-08
2077183
E-19438
R. Bowling
02120381
AWS CWI
Field: 0
Clear
iCOM2007-01740 7
~ :-
Inspection of: . Welding
Fabricator or Erector:
Contractor: Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of back to back stitch welds on steel', studs at four wali openings on grid line
8/6, at east penthouse and one opening on grid line 22/1 at east pop-out on the second floor. Completed
welds were checked for size, length, profile and location.
, Contractor was asked to notify our office when additional services ~re needed.
To the best of our knowledge, the work checked is in conformance with RFI #227 dated 02-28-08 and
applicable AWS D1.3 code, except if noted above. II
Reviewed By:
~/J4
DaleA Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW:jw
This report and/or enclosed test data is the confidential property of the client to who!,!\ it is addressed and pertains to the specific
process andfor material evaluated. As such, information contained herein shall not be reproduced in part or full andfor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s ~tten authorization.
7fiJ NN ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4898 . fax (541) 757-2991 .
29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 'fax(541)6~851
630fiJ Corporate Place, Su~e 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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G-.../;ce; " ,;CaJ & Construdion Servires
Co~pressive Strength of Concrete
f (ASTM C 39)
11:lt'llm'Ulln.'liIa.'IIIJ~.lallil
CLIENT
LCAFRC Complex Ph. II
BLM/FS Warehouse);
3120 Pierce Parkway
Springfield, Oregon '
, _U)
C~~~OO"~0_1?40 .
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT
B.P.NO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
CAST BY
A. Fenstermacher "
02-18-08
3000 psi
.3000 psi SACKS
30-1N CEMENT
Hot Water, Non-Chloride Accelerator
24 TICKET NO. 3093322
59" F YARDAGE 10.0 OF
49" F WEATHER Fog/Clear
BlM building slab on grade.
I,
33,0.0
LOAD 24 SAMPLED
Near lines 3C..
DATE
PROJECT NO.
REPORT NO.
03-17-08
2077183
5741
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE .
02-19-08
4" xB"
Knife River
3/4"
5 1/2"
9:45AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE " STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) . TEST FRACTURE~
02-25'08 7 12.56 8.5 1 42200 3360 " 8:20 AM D
03-05-08 17 12.56 8.5 1 53200 4240 ,I 8:25 AM D
03-17-08 28 12.43 8.5 I. 58500 4710 ,I 1:10 PM D
03-17-08 28 12.43 8.5 56200 4520 ,I 4615 1:15PM A
"'A-Cone B - Cone/Split C-ConeShear o - Shear II E - Columnar
REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test results,
Reviewed By:
(!~e1:(!;:;---
Technical Manager
c: Barrantine Bates lee - (e-mail)
kpff Consultin9 En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
ThiS report and/or enclosed test data is the confidential property of the client to 'Nh9m 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 with,out FEI Testing & Inspection, 'nc.'~ written authorization.
7fiJ NN CanE>J Avenue. CorvaIiis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 BAirpat Road . Eugene, Oregon 97402 . phone (541) 68:1-J849 . fax (541 )684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone(54~)382-4844' fax (541) 382-4846
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Geotechnical & Consbudion Servires
Compressive Strength of Concrete
(ASTM C 39)
.1:tl'II~ltl;.I~"':iI~'IIIII\.I~11ll
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex Ph. II
BLM/FS Warehouse"
3120 Pierce Parkway
Springfield, Ore90n ..
B.P. NO. ~::>",,20~61740'
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
02-18-08 CAST BY A. Fenstermacher
, 3000 psi
3000 psi SACKS
30-1N CEMENT
Hot Water, Non-Chloride Accelerator
4 TICKET NO. 3093305
52" F YARDAGE 10.0 OF 330.0
320 F WEATHER Fog/Clear
BLM building slab on 9rade.
LOAD 4 SAMPLED
. Near lines 4.5B in thickened edge.
DATE
PROJECT NO.
REPORT NO.
03-17-08
2077183
5739
DATE RECEIVED
SPECIMEN SIZE
SUP.PLIER
MAX SIZE AGG.
AIR. CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-19-08
4" x8"
Knife River
3/4"
41/2"
7:45 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIM E OF TYPE OF
DATE (DAYS) , (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) , (PSI) TEST' FRACTURE-
02-25-08 7 12.56 8.5 49300 3930 I 8:30 AM D
03-05-08 17 12.56 8.5 56400 4490 :I 8:15AM D
03-17-08 28 12.43 8.5 70300 5660 II 1:00 PM D
03-17-08 28 12.43 8.5 66600 5360 I 5510 1:05 PM D
-A-Cone B-Cone/Split C-ConeShear Q-Shear 'E-Columnar
~,
REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test results',
"
Reviewed By:
tl~r~~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River ~ (e-mail)
City of Springfield.
MLM:jw
This report and/or enclosed test data is the confidential property of the client to who~ 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 andlof any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s.:written authorization.
7fiJ NN ComeII Avenue' CavaIIis, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991
29540 BAirpat Road, Eugene, Oregon 97402, phone (541) 684J849 . fax (541) 684J851
630fiJ Corporate PlaCe, Su~e 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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1I;'1IlN":4II~~'Jj; 1I11111.1lli1I
CLIENT
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Compressive Strength of Concrete
I .
: . (ASTM C 39)
Cc...b: " ,aJ1 & Construction Servires
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
EUgene,Ore9on'97401
PROJECT LCAFRCComplex Ph. II
I'
BLM/FS Warehouse"
3120 Pierce Parkway
Sprin9field, Oregon"
B.P. NO. l.C9M290Z,oii4o-:-
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 14 SAMPLED
CAST BY
A. Fenstermacher ::.
DATE
PROJECT NO.
REPORT NO.
03-17-08
2077183
5740
02-18-08
3000 psi
3000 psi SACKS
30-1N CEMENT
Hot Water, Non-Chloride Accelerator
14 TICKET NO. 3093313
53" F . YARDAGE 10.0 OF
35' F WEATHER Fog/Clear
BLM buildin9 slab on grade.
330.0
,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-19-08
4"x8"
Knife River
3/4"
51/2"
8:45AM
ASTM C31
Near lines 5C.8.
AVERAGE
TEST , AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.'). lLBS) LOAD (LBS) STRENGTH1PSIl {PSIl TEST FRACTURE-
I 02-25-08 7 12.56 8.5 47400 3770 8:25 AM D
I 03-05-08 17 12.56 8.5 52200 4160 8:20 AM D
I 03-17-08 28 12.43 8.5 64900 5220 1:20 PM A
I 03-17-08 28 12.43 8.5 63000 5070 5145 1:25 PM C
~A-Cone B-Cone/Split C-ConeShear D-Shear E-Columnar
REMARKS: Tony Dean (Wlldish Buildin9 Co.) was advised of on-site test results,
'I
. Reviewed By:
Ih .X Jk.____
Michael L. M~y.r;;-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultln9 Engineers - (e-mail)
Ore9on Military Dept. - (e-mail).
Knife River - (e-mail)
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential proper,tY of the client to who,m 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.'~, written authorization.
7fiJ NN CanE>J Avenue.' CoIvaIIis, Oregon 97330, JX1ore(541) 757-4698, fax(541) 757-2991
29540 BAirpat Road . Eugene, Oregon 97402 . phone (541) ~. fax (541) 684-3851
63050 Corporate Place, Su~e2' Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846
Xi
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1I"I,,"t:tIl''''''''"'.'''.' Geotechnical & Construction Services
G1- flY D Page 1 011
II
Field Density Test Results - ASTM D 2922
:1
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
il
LCAFRC Complex Ph.' II
BLM/FS Warehouse:1
3120 Pierce Parkway !i
Springfield, Oregon '
Date:
Project No.:
Report No.:
B.P. No.:
01-31-08
2077102-701
E-18872
Pending
1
MOISTURE/DENSITY DATA: AASHTO T180 - Maximum Dry Density of 137.0 pcf, at 10.0% moisture was furnished by
client 3/4" - 0 crushed gravel (Wildish Sand and Gravel). .
.~_._-- .-.---- .-- -- -- ..-
Wet
Test Approximate Location Approx. Density Percent ii Dry Density Percent . Compaction
No. Elev. (ocfl Moisture (pcfl Com~action Requirement
1 Near lines 1.8C.9 FG 140.3 6.3 131.9 96.0 92.0
2 Near lines 3:5C.6 FG 138,3 6.4 130.0 95,0 92.0
3 Near lines 5.8C.2 FG 142.6 6,9 133.4 97.0 92.0
4 Near lines 6B.5 FG 139.2 6.6 130.6 95.0 92.0
5 Near lines 5C.1 FG 133,8 6.2 126.0 92.0 92.0
6 Near lines 2.2B.2 FG 136.7 5.5 129.6 95.0 92.0
7 Near lines 1.5B.1 FG 137.0 5.7 " 129.6 95.0 92.0
,ii
--
Tests performed at finished grade of base rock under slab on grade.
Remarks: Tony Dean (Wildish Building Co.) was advised of test results.
Reviewed By:
M(!L~~ .
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
MLM:jw
This report and/or enclosed test data is the confidential property orllle client to whom it is addressed and peruiins to the specific process andlor material evaluated. As such, infonnation
contained herein shall not be rcpro9uced in part of full and/or any part thereof be disclosed \vithout'FEI Testing & Inspection, lnc.'s written authorization.
750 NW Cornell Avcrlue' Corvallis, Oregon 97330 . phone (54 I) 757-4698, fux (541) 757-2'JJI
29540 B AitportRood' Eugene, Oregon 97402' phone(54I)684;3849 . filx (541) 684-3851
63050 COlporate Place, Suite 2 . Behd, Oregon 97701 : phone (541) 382-4844 . fax (54]) 382-4846