HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-11-14
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Geotechnical & Construclion Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT Intemational Way Devetopment
Package A
400 International Way
Springfield. Oregon
B.P. NO. r--~
/~ 0/0
CAST BY J. Keller
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
CLIENT
DATE CAST
STRENGTH REQUIRE!>
STRENGTH PLACED
PRODUCT CODE
ADDITIVES.
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
DATE
11-14-08
12-05-08
12-05-08
Hold
AGE
. (DAYS)
7
28
28
**1 - End Cones
11-07-08
4000 psi
4500 psi
SACKS
CEMENT
Hot water
1 TICKET NO.
660 F YARDAGE 11.0
540 F WEATHER Overcast
Walkway near southeast comer of building.
OF
AREA
(IN.')
12.50
WEIGHT
(LBSl
8.6
COM PRESSIVE
STRENGTH (PSI!
3520
TOTAL
LOAD (LBSI
44000
DATE
PROJECT NO.
REPORT NO.
'"
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI!
TIME OF
TEST
7:40AM
11-14-08
2087024
6103
11-08-08
4" x 8"
ESG
314"
6"
8:45 AM
ASTM C31
TYPE OF
FRACTURE"
5
2 - Cone/Sp1i~
3 - Columnar
4 - Diagonal
5 - Side (top, and bottom)
6 - Side (top or bottom)
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results.
Reviewed By:
i1.Y~
Michael L. M:y;r ()
Technical Manager
c:
Chambers Construction - Dave Bak~e (emall)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravel
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.
7fIJ MN ComeIIAvenue' CcxvaIfls, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540 BAjrpatRrnd' Et,gre, Oregon 97402, phone (541)684--3849 'fax(541)684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
~FEI
11~'II~IIY;"ll'Il':II;'lllh\_
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
Geotechnical & Conslruction Servires
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO.
REPORT NO.
,
B.P. NO.
International Way Development
Package A
400 international Way
Springfield, Oregon
COM2007-01851.
11-18-08
2087024
6073
10-21-08'
4000 psi
4500 psi
314568
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
3112"
11:45AM
ASTM C31
M. Meyer
10-22-08
4" x 8"
SACKS
CEMENT
ESG
314"
1 TICKET NO.
710 F YARDAGE
450 F WEATHER
Bike shelter monolithic slab.
SEll
First iift.
60009104
11.0 OF
Overcast
20.0
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE-
10-28-08 7 12.56 8.6 57600 4590 12:35 PM 6
11-18-08 28 12.56 8.6 82000 6530 7:50 AM 3
11-18-08 28 12.56 8.6 87400 6960 6745 7:55 AM 1
Hold
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results.
Reviewed By:
/2~~~
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (em ail)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravel .
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 fLJll and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s Written authorization.
750 rwv CanelIAVe'lue' Corvallis, 0rega197330' phOIie(541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, 0rega1 97402 . phone (541) 684-J849 . fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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11~'II~I";.I~\o':I;'lllmilm,* Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Mr."Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
PROJECT
International Way Development
Package A
400 Internationai Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
11-18-08
2087024
6074
B.P.NO.
DATE CAST 10-21-08 CAST BY M. Meyer DATE RECEIVED. 10-22-08
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4500 psi SACKS SUPPLIER ESG
PRODUCT CODE 314568 CEMENT MAX SIZE AGG, 3/4"
ADDITIVES AIR CONTENT
LOAD NO. 1 TICKET NO. 60009114 SLUMP 4114"
CONCRETE TEMP 69" F YARDAGE 11.0 OF 19.0 TIME 2:20 PM
AIR TEMP 47" F WEATHER Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Continuous footings for fountain retaining walls on south side of site.
SET 2
LOAD 1 SAMPLED Westfooting
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results.
Reviewed By:
j11, ';(,~
Michael L. ~eye(J
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (emaii)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (emaii)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report andJor 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, lnc.'swritten authorization.
700 NW Cornell Avenue' Corvallis, ()-egon 97330, phone (541) 757-4698, fax(541) 757-2991
29540 BAirpatRoad . Eugene, ()-egon 97402, phaJe(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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".,,,,,,,,,,,,,,,,,1<1,,.,,,. . Geotechnical & Construclion SeMo9s
Page 1 of 1
Report of Inspection Services
Weldin~/HiQh-Strenath Boltina
Client: Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
Project:
International Way Development
Package A
400 International Way
Springfield, Oregon
O,ate:
Project No.:
Report No.:
Inspector:
10 No.:
I"spection of:
. Fabricator or Erector:
Contractor:
Welding
West Side Iron
Cham bers Construction
Shop: 0
Weather:
BPNo.:
09-19-08
2087024
E-21276
C. Walpoie
01040131
AWS CWI
Field: Ii'!
Clear
~OM_2007'01851 )
Performed visual. inspection of puddle welds and button punch in sheet metal roof decking between grid
lines A and H, from 1 to 4. Puddle welds and button punch were checked for size and location.
Contractor was asked to noiify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with structural drawings and applicable
AWS D1.3 code, except if noted above.
Reviewed By:
A .'-i.~
Michael L. Mellr
Technical Manger
c: Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (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.
7fIJ NW Comell Avenue' Corvallis, Oregon 97330' phone (541) 757-4698, fax (541)757-2991
29540 BAirport Road, Eugene, Oregon 97402' phone (541)684-3849 . fax (541)684--3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4646
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. Page 1 of 1
Geoted1nicaI & Construction SeNires
Daily Field Report
11:"'IIHCW;<iI~.'~l.lllu.I~I"
Client:
Project:
International Way Development
Package A
. 400 International Way
Springfield; Oregon
. Date:
Project No.: .
. Report No.:
Inspector:
10 No.:
Mr. Joe Hawes
Hawes Investments, lLC
2892 Crescent Avenue
Eugene, Oregon 97402
. 10-02-08.
2087024
E-21398
M. Meyer
0877905-88
ICC
Inspection of: Reinforced Concrete ,<. Weather: Overcast.. ..' '.,
Contractor: Chambers Construction 1 BP No.: [f.QM2007.:,018~i.
,Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on'the reinforcing steel in the continuous' footing for the' reparln
overlook wall. . Rebar was checked for size, grade, lap, spacing, quantity and supports,
where applicable. .
ObserVation of 6.5 yds. of Eugene'Sand and Gravel 3500 psi concrete. Concrete was
placed directly from truck and was mechanically consolidated. Cast four (4f 4" x 8"
compresslv~ strength cylinders and performed field tests as follows: concrete
temperature 74F; air teniperature 71 F; slump 4".
Dave Krull (Chambers Construction) was advised 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 drawing L 1
dated 05-16-08, EOR email dated 09-10-08 and applicable workmanship provisions of
the I.B.C., except if noted above.
Reviewed By:.
A.'-/,~.
Michael L. MeP.' .
Technical Manager
c:
Chambers Constructi~n - Dave Bakke (em~il)
Chambers Construction"'; John Shay (email)
. Coughlin"Porter Lundeen:- Bobbi Fisher (em ail)
Eric Hall Architects - Ted Corbin (email) .
City of Springfield
MLM:sc
This report and/or enclosed test data is the confid~ntial.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 witho.ut FEI Testing & Inspection, I,nco's written" authorization. .
7ffJ rm CaneII Avenue 'Cavallis, Oregm 97330, phone (541 ) 757-4698, fax (541) 757-2991
, . 29540BAirpcrtRood. Eugene, 0regm97402' phone (541) 684-J849 . fax (541) 684-3851 .
63050 Corporate Place, Suite 2. Bend, Oregon 97701. phone (541)382-4844 : fax (541) 382-4846
RECEIVED
OCT 0 8 100B
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Page 1 of 1
11~11Itlrt;"I~).'~~'1111~U9
Geotechnical & Construdion Services
Daily Field Report
Client: Mr. Joe Hawes Project: International Way Development Date: 10-29-08
Hawes Investments, LLC Package A Project No.: 2087024
2892 Crescent Avenue 400 International Way Report No.: E-21670
Eugene, Oregon 97402 Springfield, Oregon Inspector: M. Meyer
ID No.: 0877905-88
ICC
Inspection of: Epoxy Anchors Weather: Cloudy Continuous Inspection: 0
Contractor: Chambers Construction BP No.: COM2007-01851 Periodic Inspection: iii
Performed continuous inspection during the installation of twenty-four (24) 5/8" x 8"
vertical all thread bike canopy column anchor bolts into existing slab north of northwest
building corner. Prior to installation, the predrilled holes were cleaned with a brush and
compressed air. Verified minimum embedment depth of 5" (ref: detail 41A 1.3).
Anchors were secured with Epcon A7 epoxy (ICC-ES ESR 23511 expiration date 01-23-,
10)'. Note: detail 4/A 1.3 specifies use of Hilti or Simpson epoxy. Rod Carothers
(Chambers Construction) 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
01-29-08 and appiicable workmanship provisions of the I.B.C., except if noted above,
Reviewed By:
A,'i.~
Michael L. Meyer
Technical Manager
c:
Chambers Construction - Dave Bakke (erTIail)
Chambers Construction - John Shay (email)
Coughiin, Porter Lundeen - Bobbi Fisher (em ail)
Eric Hall Architects - Ted Corbin (email)
City of Sprlngfieid
~~~1." ()~(l\i
Q3j\\3'J3t\
MLM:sc
This report andJorenclosed test data is the confidential property of the client to whom it is addressed'and pertains to the specific
process andior material evaluated.' As such, informalioncontainedherein shall not be reproduced in part or'full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. - -
700 NW CanalI Avenue' CorvaI6s, Oregon 97330, phone (541 ) 757-4698 . fax (541) 757-2991
29540BAiIpat Road, Eugene, Oregon 97402 . phone(541)~' fax (541) 684-3851
63000 Corporate Piace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
'&1;1
Gcu~ "lical & Construction Seivices
11~'IWI'I;"I~~'~UIIIUIIIH"
CLIENT
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, .oregon 97402
PROJECT
B.P.NO.
DATE CAST
STRENGTH REQUI,RED ,
STRENGTH PLACE? .,
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-21-08
4000psi
'f.
4500 p'si
314568
CAST BY
SAcks"
.'
CEMENT
LOAD 1 SAMPLED
1 TICKET NO.
710F YARDAGE
450 F WEATHER
Bike shelter monolithic slab.
SET 1
First lift. .
TEST
. DATE
10-28-08
11-18-08
11-18-08
Hold
AGE
(DAYS)
7
28
28
WEiGHT
(LBS)
8.6
TOTAL
LOAD (LBS)
57600
AREA
(IN.')
12.56
**1 - End Cones
2 - Cone/Split
3 - Columnar
Compressive Strength of Concrete
(ASTM C 39)
International Way Development
Package A
400 tntematlonal Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
M. Meyer
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER'
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
I,
.i.
I':
"
60009104
11.0 OF
Overcast
20.0
COM PRESSIVE
STRENGTH (PSIl
4590
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
12:35 PM
I
I
I
10-28-08
2087024
6073
10-22-08
4" x8"
ESG
314"
3112"
11:45AM
ASTM C31
TYPE OF
FRACTURE"
6
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results.
Reviewed By:
/h.~~
Micha~1 L. Meyf, . '
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
,Coughlin, Porter Lundeen": Bobbi Fisher (email)
Eric Hail Architects - Ted Corbin (email)' "
Eugene Sand and Gravel
City of Springfield
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c; \ \1 'C.\)
R'C.CI'
\1 1\ ^ 1\\1I,'?>
\II), \J.~ . .
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 su'ch, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s wri~ten authorization.
7fj) NVV Cori1eII Avenue' Corvallis, Clreg;n 97330' phone (541 ) 757-4698, fax(541) 757-2991
29540 BAirport Road, Eugene, Clreg;n 97402, phone (541)684-J849' fax (541 )684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 )3~2-4846
~.....
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11~'IIHrt;"I~~'~;lIl1h'. m..
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
10-28-08
11-18-08
11-18-08
Hold
AGE
(DAYS)
7
28
28
U1 _ End Cones
Geo1echnicaI & ConstnJcfun Servires
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Internatio'nal Way Development
Package A
400 Intemational Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
B.P. NO.
.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
1 TICKET NO. 60009114 SLUMP
6go F YARDAGE 11.0 OF 19.0 TIME
4r F WEATHER Clear SPECIMEN STORAGE
Continuous footings for fountain retaining walls on south side.of site.
SET2
10-21-08
3000 psi
4500 psi
314568
CAST BY
M. Meyer
SACKS
CEMENT
West footing
AREA
(IN.')
12.56
WEIGHT
(LBSI
8.6
COM PRESSIVE
STRENGTH (PSIl
4140
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
12:50 PM
TOTAL
LOAD (LBS)
52000
10-28-08
2087024
6074
10-22-08
4" x 8"
ESG
314"
4114"
2:20 PM
ASTM C31
TYPE OF
FRACTURE-
6
2 - Cone/Split
3 - Columnar
5 - Side (top and bottom)
'6 - Side (top or bottom)
4 - Diagonal
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results.
Reviewed By:
jJ;. '-/'~--
Michael L.' ~eylZ -
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (em ail)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report andlor enclosed test data is thecohfidential 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
ther~of be disclosed without FEI Testing & Inspection, Inc.'s \oYI"itten authorization.
750 NN ComeII Avenue' Cor\IaIJis, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 B Airpcxt Road . Eugene. Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Place, Suile2' Bend, Oregon 97701 . phone (541) 382-4844 . fax (541)382-4846
A.,....P~
~rtt
11:"'llfjri;"I~~':J;II['ll'lilnliii
Gc.v;o...: " ,;CaJ & Construction Services
PROJECT
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
EUgene, Oregon 97402
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
B.P. NO.
09-30"08
4000 psi
4500 psi
314568
CAST BY
Compressive Strength of Concrete
(ASTM C 39)
International Way Development
Package A
400 International Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
A. Fenstermacher
1 TICKET NO. 60008180
7r F YARDAGE 10.25 OF 25.0
68" F WEATHER Clear
HV AC pad at east side and generator slab at north side.
2 - Cone/Split
3 - Columnar
SACKS
CEMENT
From 1" lift in generator slab. ,
AVERAGE
STRENGTH
(PSIl
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBSl LOAD (LBS) STRENGTH (PSll .
1 0-06-08 6 12.56 8.6 45200 3600
10-28-08 28 12.56 8.6 74100 5900
10-28-08 28 12.56. 8.6 69300 5520
Hold
**1 - End Cones
5710
4 - D,iagonal
5 - Side (top and bottom)
REMARKS: John (Chambers) was advised of on-site test results.
6 day break requested by Dave Krull (Chambers).
Reviewed By:
il1.~~'
Michaei L ~eV
Technical Manager
c: Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen -Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
TIME OF
TEST
2:00 PM
1:20PM
1:25 PM
10-28-08
2087024
6038
10-01-08
4" x8"
ESG
314'"
5 314"
1 :20PM
ASTM C31
TYPE OF
FRACTURE--
6
6
6
6 - Side (top or bottom)
This report and/or enclosed test data is the confidential property of the client tO,whom it is addressed and pertai'~S 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 CcmellAvenue' ColvaIIis, Oreg:ln 97330. phone (541) 757-4698, fax (541) 757-2991
29540BAirpatRoad' Eugene, 0reg:ln97402' phone(541)684-3849 . fax (541) 684-3851
63050 Corporate Place, Surte 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
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Geoted1nical & Construdion ServiaJs
Compressive Strength of Concrete
(ASTM C 39) .
.1~'II~IC'l;1II~~'~;'IIIJ~'.'~("
CLIENT
PROJECT International Way Development
Package A
,400 International Way
Springfield, Oregon
B.P. NO. COM2007-01851
DATE
PROJECT NO.
REPORT NO.
Mr. Joe Hawes
Hawes Investments,LLC
2892 Crescent Avenue
Eugene, Oregon 97402
10-29-08 .
2087024
6043
DATE CAST 10-01-08 CAST BY M. Meyer DATE RECEIVED 10-02-08
STRENGTH REQUIRED 3000 psi . SPECIMEN SIZE 4" x8"
STRENGTH PLACED 3500 psi SACKS SUPPLIER ESG
PRODUCT CODE 313568 CEMENT MAX SIZE AGG. 314"
ADDITIVES AIR CONTENT
LOAD NO. 1 TICKET NO. 58005229 SLUMP 4"
CONCRETE TEMP 74' F YARDAGE 6.5 OF 6.5 TIME 1:15 PM
AIR TEMP 71' F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Continuous footing for riparian overlook wal!.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYSl (IN.') (LBSl LOAD (LBSl STRENGTH (PSI)
1 0-08-08 7 12.50 8.7 46600 3730
10-29-08 28 12.56 8.6 67600 5380
10-29"08 28 12.56 8.7 71200 5670
Hold
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
9:05 AM
8:45 AM
8:50 AM
5525
TYPE OF
FRACTURE"
2
3
6
.*1 - End Cones
2 - Cone/Split
3 - Columnar
4 '- Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test resutts.
Reviewed By:
Ih, ~1Jwv--
Michael L~ Meter
Technical Manager
c: Chambers Construction - Dave Bakke (emall)
Chambers Construction --' John Shay (email)
Coughlin, Porter Lundeen:'" BobbiFisher (email)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravel
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 FE1 Testi':'9 & Inspection, Inc,'s written authorization.
750 tw CaneII Avenue' CavalUs, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road. Eugene, Oregon 97402, phone (541)684.3849' fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
Sf E)
Gov~ " ,;caJ & ConstJucfun Ser\..ioos
Compressive Strength of Concrete
(ASTM C 39)
11~'lIIlrt;.f~~'liI;'IlIJ~UlI
CLIENT
PROJECT
International Way Development
Package A
400 Intemational Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
B.P.NO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
CAST BY
A. Fenstermacher
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
'TIME
SPECIMEN STORAGE
10-08-08
4000 psi
4500 psi
314568
SACKS
CEMENT
1 TICKET NO.
74" F YARDAGE
66" F WEATHER
Riparian overlook wall.
60008440
7.5 OF 7.5
Overcast
11-05-08
2087024
6054
10-09-08
4" x8"
ESG
314"
5314"
1:30 PM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN') (LBS) LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTUREH
10-15-08 7 12.56 8.5 57400 I 4570 8:25 AM 6
11-05-08 28 12.56 8.6 85600 I 6820 9:10AM 5
11-05-08 28 12.56 8.5 86100 I 6860 6840 9:15AM 5
Hold I
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: John Shay (Chambers Construction) was advised of on-site test results.
Reviewed By:
;h.~~
Michael L. MeyerO
Technical Manager
c: Chambers Construction - Dave Bakke (email)
'.. "., ,"d,amb"rs Construction "- John Shay (em ail)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravet.
City of Springfield
MLM:sc
_ "4_ _ _> _ I
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 andfor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization.
7fIJ tw CaneII Avenue' CavaIIis, Qegal97330' phone (541 ) 757-4698'fax (541) 757-2991
29540 B Airpat Rood . EugJne, Qegal97402 . p'looe (541)684J849' fax (541) 684-3B51
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
RECEIVED
NOV 0 'IZ008
~ftJ
U:'"""'4h"'illllllillll. Geoledinical & Construction Servires
Compressive Strength of Masonry Prisms
ASTM C 1314
CLIENT
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
PROJECT Intemational Way Development
Package A
400 Intemational Way
Springfield, Oregon
BP NO. COM2007-01851
DATE
PROJECT NO.
REPORT NO.
11-06-08
2087024
6055
DATE CONSTRUCTED
DATE GROUTED
SOLID XX
DESIGN (F'M)
SPECIMEN STORAGE
LOCATION
10-08-08
10-09-08
HOLLOW
1500
IiSTM C1314
8" CMU generator enclosure walls (stab to 4').
FEI REP.
M. Meyer
DATE RECE'IVED
PRISM 1.0.
TIME
WEATHERlTEMP.
10-10-08
8"x8"x16" Ground Face
1:15PM
Partly Cloudy/54"
MORTAR: PSIITYPE 1800 . GROUT: PSI 2000
SAND 5- 5 gallon buckets AGG. SIZE 318"
CEMENT 1.0 sk. CEMENT 7.0
LIME 0.5 sk. ADDITIVE
OTHER Dry block additive SLUMP 9" +
TEMP. TEMP. 65"
SOURCEII.D. Job mix SOURCEII.D. KR/247KG3ROOO
. TICKET NO. 3224058
S~ECIMEN SPECIMEN SPECIMEN NET CROSS- COMPRESSIVE AVERAGE
TEST AGE HEIGHT LENGTH WIDTH SECTIONAL TOTAL STRENGTH STRENGTH
DATE (DAYS! (IN.! (IN.! (IN.! AREA (IN.') LOAD (LBS! (PSI) (PSI)
10-16-08 7 15.75 7.625 8.5 64.81 154700 2390
11-06-08 28 15.75 7.625 8.5 64.81 180000 2780
11-06-08 28 15.75 7.625 8.5 64.81 183500 2830 2805
REMARKS: Mike Helms (Jones Masonry) was advised of on-site test results.
Reviewed By
Ih ..,r.IJw.- /
Michael L. Meyrf7
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (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 andlor 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, lnc.ts written authorization.
7ffJ rwv ComeIIAvenue' Cavallis, Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991
29540 BAirportRoad . Eugene. Oregon 97402, pilme (541) 684-3849 . fax (541) 6!l4;3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 382-4846
~fEl
Geotechnical & Construdion Servires
Compressive Strength of Concrete
(ASTM C 39)
Intemational Way Development
Package A
400 Intemational Way
Springfield, Oregon
COM2007-01851
'll'II~IC'f;"lf..'~;al(llr.IH.
CLIENT
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
PROJECT
B.P.NO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
CAST BY
.J. Keller
10-10-08
4500 psi
4500 psi
314568
SACKS
CEMENT
1 TICKET NO. 60008517
610 F YARDAGE 11.0 OF
430 F WEATHER Overcast
Pedestrian walkway, north parking area
LOAD 1 SAMPLED
Near south end of walkway.
DATE
PROJECT NO.
REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
11-07-08
2087024
6059
10-11-08
4" xB"
ESG
3/4"
3.2%
5112"
6:20 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBSl LOAD (LBS) STRENGTH (PSI) (Psn TEST FRACTURE*.
10-17-08 7 12.50 8.5 52200 4180 I 12:00 PM 6
11-07-08 28 12.50 8,6 77000 6160 I 10:20 AM 1
11-07-08 28 12.50 8.5 78700 6300 I 6230 10:25 AM 1
Hold
*"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Jason Meza (Chambers) was advised of on-site test results.
Reviewed By:
;1J. ";t, ~
Michael L. Meyll' .
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/or enclosed t~st data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/ormaterial evaluated. As such, information contained herein shall not be reproduced in part or tull,and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7fiJ tm ComeIIAvenue' Cavallis, 0reg:ln'97330' phme (541) 757-4698, fax (541) 757-2991
29540 BAirpcrt Road, Euge18, Oreg:ln 97402, phme(541)684-J849' fax (541) 684.J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~~P...,
~7rt
Geotechnical & Construclion Servires
Compressive Strength of Concrete
(ASTM C 39) .
11~'II~lrt;41UI-~..~'1111l1"m.
CLIENT
PROJECT
International Way Development
Package A
400 International Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
B.P.NO.
11-21-08
2087024
6106
DATE CAST 11-14-08 CAST BY J. Keller DATE RECEIVED 11-15-08
STRENGTH REQUIRED , 4000 psi If..... 'SAC'KS ,t ..~ SPECIMEN SIZE 4"xB"
c' ',. . ,
STRENGTH PLACED ,4500 psi SUPPLIER' . , ESG
PRODUCT CODE 314568 CEMENT - MAX SIZE AGG. 314"
ADDITIVES Hot water AIR CONTENT
LOAD NO. 2 TICKET NO. 60009778 SLUMP 41/2"
CONCRETE TEMP 760 F YARDAGE 11,0 I OF TIME 6:40 AM
AIR TEMP 440 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Walkway near southwest comer of building.!
- .. .. . I
TEST
DATE
I 11-21-08
I 12-12-08
I 12-12-08
'1 Hold
AGE
(DAYS)
7
28
28
WEIGHT
(LBSI
8.7
TOTAL
LOAD (LBSl
57600
COMPRESSIVE
STRENGTH (PSI)
4590
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
1:45 PM
AREA
(IN.'l
12.56
TYPE OF
FRACTURE"
6
**1 - End Cones
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: John Maza (Chambers) was advised of on-site test results.
Reviewed By:
/IJ.i,~
Michael L. Mey
Technical Man r
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
C;oughlin, F:orter Lundeen - Bobbi Fisher (email)
'Eri,;H;;II'A'chitects - Ted Corbin (email) .
Eugene Sand and Gravel
City of Springfield
MLM:sc
RECEIVED
DEe 0 3 2008
Tris 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 orfull and/or any part
thereof be disclosed without.FEf Testing & Inspection, fnc.'s written authorization.
750 NN ComellAvenue' Corvallis, Oregm 97330' phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad . Eugene, Oregm 97402' phone (541 )68'h3849' fax (541) 6l34-J851 .
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844' fax (541) 382-4846
~....~
~~rt.
Geotechnical & Construction ServiaJs
Compressive Strength of Concrete
(ASTM C 39)
11a.'II~lfI:41II,.':I/;'II'I~.I\1I.
B.P.NO.
International Way Development
Pa,ckage A
400 International Way
Springfield, Oregon
COM2007 -01851
DATE
PROJECT NO.
REPORT NO.
11-22-08
2087024
6114
CLIENT
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
PROJECT
DATE CAST 11-15-08 CAST BY J. Keller DATE RECEIVED 11-16-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4500 psi SACKS SUPPLIER ESG
PRODUCT CODE CEMENT MAX SIZE AGG. 314"
ADDITIVES Hot water AIR CONTENT
LOAD NO. 1 TICKET NO. SLUMP 4112"
CONCRETE TEMP 710 F YARDAGE 11.00 OF TIME 6:45 AM
AIR TEMP 400 F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31
POUR LOCATION Walkway west side of building.
TEST
DATE
11-22-08
12-13-08
12-13-08
Hold
AGE
(DAYS)
7
28
28
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.6
TOTAL
LOAD (LBSI
46800
: COMPRESSIVE
STRENGTH (PSI)
3730
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
2 :20 PM
TYPE OF
FRACTUREH
3
**1 - End Cones
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Dave Krull (Chambers) was advised of on"site test results.
Reviewed By:
/h. '-;( ~-------
Michael L. Me.(./,-
Technical Manager
c:
.Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravel
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.
7W WJ Cornell Avenue' Corvanis, 0egJn 97330. phone (541) 757-4698. fax (541) 757-2991
29540 B Airport Road . Eugene, 0egJn 97402 . phone (541) 684-J849 ' fax (541 )684-J851
63050 Corporate Place, Suite 2' Bend, Oregon 97701 . phone (541) 382-4844. fax (541)382-4846
~FE'
CcJ~ , ,;..,J & Ca1strudion Servires
Compressive Strength of Concrete
(ASTM C 39)
11~'lIml;"I~.,:n.IIIJ~.IH.
CLIENT
PROJECT
DATE
PROJECT NO.
REPORT NO.
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
Intemational Way Development
Package A
400 Intemational Way
Springfield, Oregon
COM2007-01851
B.P.NO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-14-08
3000 psi
4500 psi
314568
CAST BY
M. Meyer
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
SACKS
CEMENT
1 TICKET NO. 60008730
72' F YARDAGE 7.5 OF 15.0
66' F WEATHER Clear
Continuous box planter wall footings on south side of building.
LOAD 1 SAMPLED
East planter.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.'l (LBS) LOAD (LBS) STRENGTH (PSIl
10-21-08 7 12.56 8.7 60300 4800
11-11-08 28 12.56 8.6 90700 7220
11-11-08 28 12.56 8.6 91400 7280
Hold
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
8:15AM
7:50 AM
7:55 AM
7250
11-11-08
2087024
6065
10-15-08
4"x8"
ESG
314"
3"
2 :05 PM
ASTM C31
TYPE OF
FRACTURE-
4
5
5
**1 - End Cones
2 - Cone/Split
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
3 - Columnar
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results.
Reviewed By:
-
Michael L. Meyer
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (em ail)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
Eugene Sand and Gravel
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, lnc.'s written authorization.
750 rm CaneII Avenue' CavaItis, Q-eg.:l197330' phone (541) 757-4698, faX (541) 757,2991
29540 B Airpcrt Road . Eugere, Q-eg.:l197402 . phone (541)684J849 . fax (541) 684.J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~
~....~
~Yttl
CXv""", u ,jcaJ & Construcli::ln Servires
Compressive Strength of Concrete
(ASTM C 39)
1I}"'I~I";411\~':J;"IIJI.I~I.
CLIENT
Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
PROJECT
Intemational Way Development
Package A
400 Intemational Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
11-24-08
2087024
6115
B.P. NO.
DATE CAST '11-17-08 CAST BY J. Keller' DATE RECEIVED 11-18-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" xB"
STRENGTH PLACED 4500 psi SACKS SUPPLIER ESG
PRODUCT CODE 314568 CEMENT MAX SIZE AGG. 314"
ADDITIVES Hot water + summer beige color . AIR CONTENT
LOAD NO. 1 TICKET NO. 60009826 SLUMP 4"
CONCRETE TEMP 74. F YARDAGE 11.0 OF TIME 7:10AM
AIR TEMP 45. F WEATHER Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Front entrance waikway to building
TEST
DATE
11-24-08
12-15-08
12-15-08
Hold
AGE
(DAYS)
7
28
28
AREA
(IN.')
12.50
WEIGHT
(LBSl
8.5
TOTAL
LOAD (LBS)
52600
COMPRESSIVE
STRENGTH (PSIl
4210
AVERAGE
STRENGTH
(PSll
TIME OF
TEST
11:20AM
TYPE OF
FRACTUREb
5
""1 - End Cones
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results.
Reviewed By:
jJJ,';(.~
Michael L. ~eyll
Technical Manager
c:
Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email).
Eugene Sand and Gravel
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 'Nithout FEI Testing & Inspection, Inc.'s written authorization.
750 NVV ComeIIAvenue' CavalfIS, CJreg:n 97330, phone (541 ) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, CJreg:n 97402' phone (541 )684J849 . fax (541 )684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846