HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-1-6
&1EI
~. .m & Construclion SeNices
Compressive Strength of Concrete
(ASTM C 39)
11a.'lliICW;.t~,,"ili'IIIJl'.m.1I!I
CLIENT
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
PROJECT
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
01-06-09
2087170
.6136.
B.P.NO.
COM2008-00440
DATE CAST 12-09-08 CAST BY A. Fenstermacher DATE RECEIVED. 12-10-08
. STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 3000 psi .SACKS SUPPLIER ESi'
PRODUCT CODE 313065 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES AEA; Hot water AIR CONTENT
LOAD NO. 1 TICKET NO. 58006480 SLUMP 41/4"
CONCRETE TEMP 62" F YARDAGE 3.5 OF 3.5 TIME 9:00 AM
AIR TEMP 38" F WEATHER F09 SPECIMEN STORAGE ASTM C31
POUR LOCATION North down spout site wall.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYSl (IN.') (LBSl LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE-
12-16-08 7 12.62 8.2 24000 I 1900 12:20 PM 5
01-06-09 28 12.56 8.2 38200 I 3040 10:00 AM 5
01-06-09 28 12.56 8.2 36400. 3060 3050 10:05 AM 5
Hold
U1 -End Cones 2 - ConefSplit 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Adam HU9hes (Brown Contracting) was advised of on-site test results.
Reviewed By:
/h.Y'~
Michaei L MeyJ.}
Technical Manager
c:
Rowell Brokaw- Mark Young (em ail)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (emaii)
Brown Contracting- Adam Hughes (em ail)
City of Springfield- Denny Wright (email)
MLM:sc
This report andlor 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, infonnation contained herein shall not be reproduced in part or full andlor any part
. thereof be disclosed without FEI Testing & Inspection, Jnc.'s written authorization.
700 NN CanelAverue' Cavaliis, 0reg:x1 97330, rtme(541) 757-4698, fax (541) 757-2991
29540 BAirpat Road . Eugene, 0reg:x197402 . rtme (541)684J849 . fax (541) 684-3851
63050 Co<porate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844' fax (541)382-4846
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Page 1 of 1
11:"II~lrw;<lI~..'iI;III'Jj.liL.
c;"",w. ~ & Construcfun Services
Daily Field Report
Client:
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon
Project:
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
01-06-09
2087.170
E-22109
A Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Brown Contracting
- Weather:_o.vercast
BP No.: COM2008-00440
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for south site wall. Reinforcirig steel was
checked for grade, size, laps, quantities, locations, ties, clearance and supports.
Observed the placement of 9.5 yards of Eugene Sand and Gravel 3000 psi concrete
(mix 313065) into areas noted above.. Concrete was placed by pump and was
mechanically consolidated. Cast one (1) set of four (4) 4" x 8" compressive strength
cylinders. Notified Adam Hughes (Brown Contracting) of on-site results. Concrete
temperature- 66F; air temperature- 49F; slump- 5 1/2".
Mr. Hughes was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with Ang
Engineering drawings dated 08-11-08, plans dated 03-12-08 and applicable
workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
A.x.~
Michael L Miler
Technicai Manager
c;
Rowell Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (em ail)
Balzhiser Hubbard- Tina Guard (em ail>
Brown Contracting- Adam Hughes (emaill
City of Springfield- Denny Wright (em ail)
MLM:sc
This report and/or enclosed test data is the confidential property of the client to 'Nhom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced inpart or full and/or any part
thereof be disclosed without FEI Testing & Inspection. Jnc.'s written authorization.
750 I'#J Cane! AVff1ue' Cavailis, Clre(pl 97330. phcne (541) 757-4698, fax (541) 757-2991
29540 B I\irjxrt Road, ELgane, Clre(pl97402 . phcne (541) 684384g. fax (541 )684J851
63050 Corporate Place, Su~e 2. Bend. Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
{ifEl
11.'llilrt;.I,~'~;'IIII~.Jri"
- CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE'TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
12-30-08
01-20-09
01-20-09
Hold
. AGE
(DAYS)
7
28
28
Gc....~ . ~ & Construclion SerIIicss
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
Me. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
B.P.NO.
COM200B-oQ440
12-23-08 CAST BY M. Meyer
3000 psi
3000 psi SACKS
313065 CEMENT
AEA, Hot water, WRA
1 TICKET NO. 58006583
66" F YARDAGE 10.0 OF 21.0
33" F WEATHER Cloudy
Site walis between lines 3 and 6 and 7 and 10.(ftg. to top).
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
Near line 4.
AREA
(IN.'l
12.50
WEIGHT
(LBS)
8.3
TOTAL
LOAD (LBS'
25200
COMPRESSIVE
STRENGTH (PSI'
2020
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
7:35 AM
12-30-08
2087170
6152
12-24-08
4' x8'
ESG
3/4"
33/4"
10:25AM
ASTM C31
TYPE OF
FRACTURE-
5
...., - End Cones 2 - ConefSplit
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results..
Reviewed By:
(h. ;t{,~
Michael L. ~eye(/ ,
Technical Manager
c:
Roweli Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (em ail)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (emaii)
City of Springfieid- Denny Wright (emaii)
MLM:sc
This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed wTt~out FEI Testing & Inspection, lnc.'s written authorization.
7fIJ NoN CaneII A;mue' CavaIIis, 0re;p197330 . ph:::re (541) 757-4698 . fax (541) 757-2991
29540 B Airpat Road . Eugene, 0re;p197402 . ph:::re (541) 684J84g . fax(541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
~Ffl
11~'ll!ltI;1IIIf,.'liI;'lIIJ~.IiL_
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
Geotechnical & Construclion SeNices
Compressive Strength of Concrete
(ASTM C 39)
PROJECT L TD Gateway Mall Station
3000 Gateway Street
Springfield, Ore90n
DATE
PROJECT NO.
REPORT NO.
12-31-08
2087170
6131.
----
'. B.P. ':'I(): . -fQ~2QQ8-00440 0
CAST BY
A. Fenstennacher
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
3112-
10:00 AM
ASTM C31
SACKS
CEMENT
12-04-08
4>e-
ESG
3/4"
12-03-08
3000 psi
3000'psi
313065
AEA, WRA
1 TICKET NO.
61" F YARDAGE
48"F VVEATHER
Platform site wall footings.
58006402
10.0 OF 15.0
Showers
From north end.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH {PSIl (PSI) TEST FRACTURE-
12-10-08 7 12.56 8.2 29300 2330 7:50 AM 5 I
12-31-08 28 12.56 8.2 47600 3790 7:30 AM 5 I
12-31-08 28 12.56 8.3 49200 3920 3855 7:35 AM I '5 I
Hold I I
-1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results.
Reviewed By:
/l1.~~---
Michael L. Mey~ .'
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (email)
. Balzhiser Hubbard- Tina Guard (em ail)
Brown Contracting- Adam Hughes (em ail)
City of Springfield- Denny Wright (email)
MLM:sc
This report and/or encl9sed 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, lnc.'s written authorization. .
7fiJ NVV Camel Avenue' CavaIIis, 0regJn97330' rhre(541)757-4698' fax (541) 757-2991
29540 B AirpJt Road . Et.gene, 0regJn 97402 . rhre (541)6!l4-3849 . fax (541) 684;)851
63050 Corporate Place, Sutte 2' Bend, Oregon 97701 . phone (541) 382-4844, fax (541) 3824846
SFEl
11;.,'llltfl-;.IIIo':.'aIIIIJI1W1~l"
Page 1 of 1
GeoIed1nical & Construclion SeNices
Daily Field Report
Client:
Mr. Joe McCormack
Lane Transit District.
PO Box 7070
Eugene, Oregon
Project: L TD Gateway Mail Station
3000 Gateway Street
Springfieid, Qregon
Date:
Project No.:
Report No.:
Inspector:
IDNo.:
12-23-08
2087170
E-22068
M. Meyer
0877905-88
ICC
Inspection of: Reinforced Concrete
Contractor: Brown Contracting
, -Weather:-Cloudy _
BP No.: C~flA2008-00440 J
Continuous Inspection; 0
Periodic Inspection: . 0
Performed inspection on the reinforcing steel in site walls between lines 3 & 6 and 7 &
10 (ftg. to top). Reinforcing steel was checked for size, grade, laps, quantities,
locations, ties, clearance and supports.
Observed the placement of 21.0 yards of Eugene Sand and Gravel 3000 psi concrete
(mix 313065) into area noted above. Concrete was placed directly from truck and was
mechanically consoiidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders
from load 1. Notified Adam Hughes (Brown Contracting) of on-site results: slump- 3
3/4"; concrete temperature- 66F; air tempe;ature- 33F.
Mr. Hughes was asked to notify.our office when additional services are needed and
was advised to protect concrete from exposure to inclement weather conditions.
To the best of our knowledge, the work inspected was in accordance with ANG
Engineerin9 drawings dated 08-11-08, plans dated 03-12-08 and applicable
workmanship provisions of the LB.C., except if noted above. .
Reviewed By:
!!1~e~'~
Technical Manager
c:
Roweil Brokaw- Mark Young (email>
Ang Engineering- Jok Ang (em ail)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (email)
. City of Springfieid- Denny Wright (email>
MLM:sc
This report and/or enclosed test data is the confidential property of the c1lent to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, infonnstion contained herein shall not be reproduced in part or full and/of any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
700 NoN Cane! Avenue' Cavaffis, C\'eg:Jn 97330. p/me (541) 757-4698 . fax (541) 757-2991
29540 B Ai1pat Road . Eugene, C\'eg:Jn 97402 . p/me (541) 684-J849 . fax (541) 684;3851
63050 Corporate 'Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
~"''''I
LYrt
Geok.G: . .;.,.,J & CalsIruc:OCin Setvices
Compressive Strength of Concrete
(ASTM C 39)
11:r.'1llllrt;.ltlI,'~~IIIIJ~.I1{.
CLIENT
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
PROJECT L TD Gateway Mall.
3000 Gateway Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
12-16-08
2087170
6136
B.P. NO.
COM2008-00440
~
,
DATE CAST 12-09-08 CAST BY A. Fenstermacher DATE RECEIVED 12-10-08
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED . 3000 psi SACKS SUPPLII;R ESG
PRODUCT CODE 313065 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES AEA; Hot water AIR CONTENT
LOAD NO. 1 TICKET NO. 58006480 SLUMP 41/4~
CONCRETE TEMP 62" F YARDAGE 3.5 OF 3.5 TIME 9:00 AM
AIR TEMP 38" F WEATHER Fog SPECIMEN STORAGE ASTM C31
POUR LOCATION "- North down spout site wall.
TEST
DATE
12-16-08
01-06-09
01-06-09
Hold
AGE
(DAYS)
7
28
28
AREA
(IN.'!
12.62
WEIGHT
(LBSl
8.2
TOTAL
LOAD (LBSl
24000
COMPRESSIVE
STRENGTH1PSIl
1900
AVERAGE
STRENGTH
lPSIl
TIME OF
TEST
12:20 PM
TYPE OF
FRACTURE-
5
"1 - End Cones 2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Adam Hughes (Brown Contracting).was advised of on-site test results.
Reviewed By:
Ih.<;(,~
Michaei L~ Melr .
Technical Manager
c:
Rowell Brokaw- Mark Youn9 <emaill
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (em ail)
Brown Contracting- Adam Hughes (email)
City of Springfield- Denny Wright (email)
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 andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI ~estjng & Inspection, Inc.'s written authorization.
700 NoN CaneIIAvenue' CavaDis, ()eg:n 97330. phcre(541) 701~' fax (541) 701-2991
29540 BAirpat Road . Eugene, ()eg:n 97402' phcre (541)6843849' fax (541) 684J851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844' fax (541) 382-4846
SfEl
11."",,,,,"""""11'."'. . Geolechnical & Cons1ruclion SeNires
Page 1 of 1
Field Density Test Results - ASTM D 2922
Client:
Me. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
Project: . L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
Date:
Project No.:
Report No.:
, - -
L :,.P. ~~.:___
01-07-09
2087170
E-22121
COM2008-o0440
*MOISTURE/DENSITY DATA: ASTM D698 - Maximum Dry Density of 116.4 pcf, at 9.6% moisture furnished by Brown
Contracting for 3/4"-0 crushed aggregate (Wiidish).
-MOISTURE/DENSITY DATA: ASTM D698 -. Maximum Dry Density of 132.9 pcf, at 7.8% moisture furnished by Brown
Contracting for 11/2"-0 crushed aggregate (Wiidish).
- --
Wet
Test Approximate Location Approx. . Density Percent Dry Density . Percent Compaction
No. Elev. (pcfl Moisture (pcfl Compaction Requirement
AM
1 Near center of east side 1.5' BFG- 145.0 5.5 137.5 100+ 95.0
2 Near center of west side 1.5' BFG- 140.4 5.2 133.4 100+ 95.0
PM
3 Near center of east side FG+ 139.1 6.2 130.9 100+ 95.0
4 Near center of west side FG* 142.7 5.3 135.5 100+ 95.0
--_._.-_.._~ --~-
Tests performed below finished grade and finished grade of base rock under new concrete paving at west end of
pedestrian walkway.
Remarks: Adam Hughes (Brown Contracting) was ,advised of test results.
Reviewed By:
~.'7(,~
Michaei L. Me er
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (emaill
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (em ail)
City of Springfield- Denny Wright (email)
MLM:sc
This report andlorenclosed test data is the confidential property of the client 10 whom it is addressed and pertains to the specific process andlor material evaluated As such, infonnatioD
contained herein shall not be reproduced in part of full andlor 1I0Y part thereofbe disclosed without FEI Testing & Inspection, Inc,'s wrinen authorization.
750 NW Caneli AWlue' CcrwIIis, 0I<gm 97330' phooe(541) 757-4698, fux (54 t) 757-'0)1'
29540 BAirpcrtRood . Eugme, Oregm 97402' phrne(54I)684-3849' fux (541)684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~......~
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"""'''";.''''~''""'.'''. c;,.,.,"'-A . oM,I & Construclion SeNiCES
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Bolting
Client: Me. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon
Project:
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
L TD Gateway Mall Station
Date:
Project No.:
Report No.:
Inspector:
IDNo.:
12-31-08
2087170
E-22096
K. Green
8003776
ICC .
Field: 0
Inside. _ _._
COM2008-00440:::'
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Gibson Steel
Brown Contracting
Shop: I;>!
~Weather:---
/
.~. I:I!" NQ..:..
,
Performed visual inspection of the fabricated structural steel walkway canopy structure components- (6) 6-
A, (5) 7-A, (4) 8-A, 8-b, and (2) 8-C. Completed welds were checked for size, length, profile and location.
Gentry (Gibson Steel) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with shop drawings dated 06-07-08
and appiicable AWS D1.1 code, except if noted above.
Reviewed By:
;1. '-/./ku,~
Michael L. Me(e,r.
Technical Manager
c:
Roweil Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (email)
City of Springfield- Denny Wright (emaii)
MLM:sc
This report andlor enclosed test data is the confidential property of the dient to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall nol be reproduced in part or full and/or any part
thereof be disclosed without FE! Testing & Inspection, lnc.'s written authorization.
750 NW ComeU Avenue' Corvailis, 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
63050 CoIporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
,'.
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II.'''''''''''''''''''''.I''!! Gcv~ " .m & Construclion Servires
Page 1 of 1
Report of Inspection Services
Weldin~/HiQh-StrenQth BoltinQ
Client: Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon
Project: L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
L TD Gateway Mall Station
Inspection of:
. Fabricator or Erector:
Contractor:
Welding
Gibson Steel
Brown Contracting
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Shop: 0
Weather:.
BPNo.:
01-06-09
2087170
E-22113
C. Walpole
0104013.1
AWS CWI
Field: 0
. -,Inside,
COM2008-00440
Performed visual inspection on the following fabricated structural walkway gutter frames- 13-A (14) 14-A,
(5) 15-A and 16-A. Completed welds were checked for size, length, profiie and location.
Fabricator was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked isin conformance with shop drawings dated 07-07-08
and applicable AWS D1.1 code, except if noted above. .
Reviewed By:
A. '1(.~)J
Michael L. MJ/er
Technical Manager
:----'
c:
Rowell Brokaw, Mark Young (email)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (em ail)
Brown Contracting' Adam Hughes (emaii)
City of Springfield- Denny Wright (emaii)
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 andlor 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 wntten authorization.
750.NW Cometl Avenue' Corvallis, Oregon 97330. phone (541) 7574698 . fax (541)757-2991
29540 BAirport Road' Eugene, Oregon 97402. phone (541) 684-3849, fax (541) 684-3851
63050 Coiporate Place, Suite 2' Bend, Oregon 97701 . phone (541) 382-4&\4. fax (541) 382-4846