HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2009-6-5
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Geotechnical & Conslrucfun Services
Compressive Strength of Concrete
. (ASTM C 39)
Ilil'llml;.lt~1"UIIIJl'.lfl-'
CLIENT
- Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
PROJECT
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
B,P, NO,
COM200B--00440 j
,
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
.05,08-09 _ CAST BY M, Meyer
, 4900 psi
4000 psi ' SACKS
39685() CEMENT 7,0
MBAE - 90; GLEN 3030
1 TICKET NO, 58008485
60" F YARDAGE 9,0 OF
38" F WEATHER Clear
Colored crosswalk paving at east end of pedestrian walkway.
DATE
PROJECT NO,
REPORT NO,
06-05-09
2087170
6417
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
05-09.09
4" x 8"
ESG
3/4"
5 1/2.
6:25 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE ,OF
DATE (DAYS) (IN,') (LBS\ LOAD (LBS) STRENGTH (PSn (PSI) TEST FRACTURE-
05-15.09 7 12,56 8,41 ' 74430 I 5930 9:00 AM 2 I
06.Q5.09 28 12,56 .8,46 97240 I 7740 7:30 AM 2 I
06.05-09 28 12,56 8,45 92335 I 7350 7545 . 7:35 AM 5 I
Hold I I
."'1 - End Cones 2 - ConelSplil 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 ,-;f,/7,.. ~
Michael L. ~e7
Technical Manager
c:
Rowell Brokaw. Mark Young (em ail)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard. Tina Guard (emaii)
Brown Contracting- Adam Hughes (email)
City of Springfield. Denny Wright (em ail)
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 nol be reproduced in part or full and/or any part
thereof be disclosed without FE! Testing & Inspection. Inc.'s ....,..itten authorization.
7ffJ rwv CaneIIAvenue' Cavalro;, Qeg:x197330' phone (541 ) 757-4698, fax (541) 757-2991
29540 BAiIp:rlRood' Eugene, Qeg:x1 97402' r:rone (541) 684-3849 'fax(541)684-J851
63050 Corporate Place, Suite 2' Bend, Oregon 97701 'phone (541) 382-4844, fax (541)382-4846
\:1
A'1..r~
~rtl
Geotechnical & Constnrlon Sffi.ires
Compressive Strength of Concrete
(ASTM C 39)
11:r.'IJtlrr;..tl~':i~'I(IJ~*m.
CLIENT Mr, Joe McCormack PROJECT L TD Gateway Mall Station DATE 06-04.09
Lane Transit District 3000 Gateway Street PROJECT NO, 2087170
PO Box 7070 Springfield, Oregon REPORT NO, 6414
EUgene, Oregon 97403
B,P, NO, COM2008-00440
DATE CAST 05.07-09 CAST BY A. Fensterrriacher DATE RECEIVED 05-08-09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER ESG
PRODUCT CODE 396850 CEMENT 7,0 MAX SIZE AGG, 3/4"
ADDITIVES AEA AIR CONTENT 4.5%
LOAD NO, 1 TICKET NO, 58008446 SLUMP, 4.
CONCRETE TEMP 660 F YARDAGE 10,0 OF TIME 8:45AM
AIR TEMP 510 F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31
POUR LOCATION North and south sections of crosswalk between pedestrian walkway and station.
LOAD 1 SAMPLED ' From north side
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.2) (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE-
05.14.09 7 12.56 8:46 74035 I 5890 I '9:10AM 5
06.Q4-09 28 12,56 8:47 93325 7430 8:30 AM 6
06-04-09 28 12,56 8:43 92100 I 7330 7380 I 8:35 AM 5
Hold 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:
fJ, ,x'. {Jw, ___
Michael L Me(/;;
Technical Manager
c:
Rowell Brokaw. Mark Young (email)
Ang Engineering. Jok Ang (email)
Balzhiser Hubbard. Tina Guard (email)
Brown Contracting- Adam Hughes (email)
City of Springfield- Denny Wright (em all)
MLM:sc
ThIs report andlor enclosed test data is the confidential property of the client to whom il is addressed and pertains 10 the specific
process and/or material evaluated. As such, information contained herein shalf nol be reproduced in part or full and/or any part
thereof be disclosed without FE1 Testing & Inspection, Inc,'s written authorization.
7fiJ rw CcmeII A'.\3flJe' Cavallis, Oregon 97330, pt-ooe(541) 757-4698, lax (541) 757.2991
29540 BAipo1 Road, Eugene, Oregon 97402, pt-ooe(541)684-.3849 , lax (541)684-3851
630fiJ Corpor;,te Place, Sutte 2, Bend, Oregon 97701 'phone (541) 382-4844, fax (541)382-4846
~
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~ ..;.d & Conslr\.dDl Ser.;;es
Compressive Strength of Concrete
(ASTM C 39)
AWI....:v.:ft:lllklil\lflltm..
CUENT
Mr, Joe McConnack
Lane Transit District
PO Box 7070
Eugene. Oregon 97403
PROJECT
L m Gateway Mall Station
3000 Gateway Street
Springfield. Oregon
DATE
PROJECT NO,
REPORT NO,
05-28-09
2067170
6393
B,P,NO,
"
COM2008-00440
SACKS
CEMENT
R. Ma~ama DATE RECEIVED 05-01-09
SPECIMEN SIZE 4" x8"
SUPPLIER ESG
7,0 MAX SIZE AGG, 314"
AIR CONTENT
2103682 SLUMP 4"
10,25 OF 122,0 TIME 8:30 AM
Partial Clouds SPECIMEN STORAGE ASTM C31
DATE CAST (" 04-30-09
STRENGTH REQUIRED \:4000P~i'
STRENGTH PLACED : 4000 psi'
PRODUCTCOOE \3~50
ADDITIVES Super plasticizer
LOAD NO, 3 TICKET NO,
CONCRETE TEMP 75" F YARDAGE
AIR TEMP 47" F WEATHER
POUR LOCATION West bus lane (except north end),
Set 1
Approximately 40' from north end,
CAST BY
LOAD 3 SAMPLED
AVERAGE
TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYSI ON.') (LaS) . LOAD (LBSI STRENGTHlPSn (PSI) TEST FRAcTURE-
05-07-09 7 12,56 8,52 I 70115 ,- 5580 4:10PM 2
05-28-09 28 12,56 8,49 90100 .7170 2:00 PM 3
05-28-09 26 12,56 8,51 90290 .7190 7180 2:05 PM 4
Hold,
'.1 - End Cones 2 - Cone/Spill 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (lop or bottom)
REMARKS: Adam Hughes (Brown Contracting) was advised of on"site te.t results,
Reviewed By:
/7, '"t ,IlL... -----
Michael L ~~yer
Technical Manager
0:
Rowell Brokaw- Mark Young (em ail}
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contractlng- Adam Hughes (email)
City of Springfield- Denny Wright (email)
MLM:sc
This report pndl0( enclosed tesl dats is the confidenti~1 property of the cfient 10 whom II is addressed and pertains to the spedfic
process and/Qr malerialevaluated. AS $ur.h. Information contained herein shaU not be reprodUCEld in pan or full and/or any pan
lhereof be disclosed without FEI Testing & Inspection, Inc.'s 'M'ltten auttlorization.
7fIJ WV 0:meI A"",,"-,,, ' CavaIs. (ng:n97:m' Jilooe (541) 757-4008 ,fax (541) 757~
29640 BAiIut flm:t ' Eugt:re, ~ 974Cf.!' pI-cre (541) 684-3849, fax (541 )684-J851
63050 Corporate Place. SUIte 2, Benet Oregon 97701 'phone (541)382-4844' fax (541)382-4846
Mr, Joe McCormack
lane Transit District
PO Box 7070
Eugene. Or$(jon 97403
SfEl
,mllbl:lr.~.:,.,,,,...V',~.IJ\,,,,hJ,,,,
CUE NT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 9 SAMPLED
)
0L
,
~ , ,;..;; & O:n;lrucfun SeM:es
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
05.28-09
2087170
6394
B,P,NO,
C0M2008-00440 "
CAST BY
R. Ma~ama DATE RECEIVED 05-01-09
SPECIMEN SIZE 4"x8"
SUPPUER ESG
7,0 MAX SIZE AGG, 3/4'
AIR CONTENT
58008357 SLUMP 53/4'
11,0 OF 122,0 TIME 10:00 AM
Pariial Clouds SPECIMEN STORAGE ASTM C31
04-30-09
4000 'psi
{OOO psi
396850
Super plasticizer
9 TICKET NO,
73' F YARDAGE
56' F WEATHER
West bus lane (except north end),
Set 2
ApproXimately 50' from aoulh end,
SACKS
CEMENT
AVERAGE
TEST AGE AREA WEIGHT TOTAl. COMPRESSIVE STRENGTH nME OF TYPE OF
DATE (DAYSI (IN.'1 (LBS) LOAD ILBSI STRENGTHIPSIl (Psn TEST FRACTURE-
05.Q7.09 7 12.56 8,50 64725 5105 3:30 PM 4
05.28-{)9 28 12,56 8,50 88440 ,7040 1:50PM 5
05-28-09 28 12,56 8,51 87620 6980 7010 1:55PM 5
Hold
.., - End Cone. 2 - Cone/Spin 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Adam Hughes (Brown Contracting) was advised of on-s~e test results,
Reviewed By:
(JI. --;(,~ ----
Michael L, M:yer r
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Englneering- Jok Ang (am ail)
Balzhlser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (email)
City of Springfield- Denny Wright {em ail)
MLM:sc
This report and/or enclosed te,t dtd.tl is !he confldential propertY' of the client to vkIom h Is addressed gnd PEtrtains to the specific
pr<>Ce55 and/or material evaluated, A'!J $uch, Information contained hel'8ln shan not be reprodUC8d In part Of full end/or any part
thereof be dr,cIQsed without FEI Testing &. Inspection. Inc,'" written euthorization,
750 rm Canet Awrue' CovaIs. Oegr19733J' ptrre(541) 757-4ERl' falC(541) 757-2001
29540 B Aipcrt R<m' Elqre. Oeg:n 974l!2' pI-a1e(541) 684J849. Bx (541 )684-3851
63050 Caporale Place, Suite 2' Bend, Oregon 97701 ' phone (541) 382-4844 ' laX {541 )382-4846
SfEl
tt
Geotechnical & OJnslructm Servires
Compressive Strength of Concrete
(ASTM C 39)
.1:"'llilrt:'iltl.':':llllh'.lUtI
CLIENT
Mr, Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
05-15.09
2087170
6417
DATE
PROJECT NO,
REPORT NO,
PROJECT
B,P, NO,
COM2008-00440 '
\
DATE CAST 05-08-09 CAST BY M, Meyer
STRENGTH REQUIRED \ 4000 psi
"-
STRENGTH PLACED 4000 psi SACKS
PRODUCT CODE 396850 CEMENT 7,0
ADDITIVES MBAE - 90; GLEN 3030
LOAD NO, 1 TICKET NO, 58008485
CONCRETE TEMP 60" F YARDAGE 9,0 OF
AIR TEMP 38" F WEATHER Clear
POUR LOCATION Colored crosswalk paving at east end of,pedestrian walkway,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
TEST
DATE
05-15-09
06-05-09
06.05.09
Hold
AGE
(DAYS)
7
28
28
WEIGHT
(LBS)
8.41
COMPRESSIVE
STRENGTH.(PSIl'
,5930- .
AVERAGE
STRENGTH
(PSI)
'TIME OF
TEST
9:00 AM
AREA
(IN.'l
12,56
TOTAL
LOAD (LBSl
74430
05-09-09
4" x 8"
ESG
3/4"
5 1/2"
6:25 AM
ASTM C31
TYPE OF
FRACTURE-
2
"1 - End Cones 2 - Cone/Split
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
3 - Columnar
REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results,
Reviewed By:
A,x.~
Michael L.' Me!6r
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
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 FE! Testing & Inspection,lnc.'s written authorization.
7ffJ WI CanelAven..e' CavarIS, Oeg:n 97330, phooe(541) 757-4698, fax (541) 757.2991
29540 B Airpat Road ' EL.gene, Oeg:n 97402 ' phooe (541) 684-3849 ,fax (541 )684-;J851
630ffJ Corporate Place, Suite 2, Bend, Oregon 97701 : phone (541) 382-4844, fax (541) 382-4846
~Pr-.
~.ftJ
\kf
Geotechnical & ConStrudion Servires
Compressive Strength of Concrete
(ASTM C 39)
11."mrr;.I~~~:J~'llImIlJ~I.
CLIENT
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403.
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
05.18.09
2087170
6429
DATE
PROJECT NO,
REPORT NO,
PROJECT
B,P, NO,
COM2008'00440
\ '
DATE CAST 05-11~09 CAST BY D, Delatte
STRENGTH REQUIRED C" ~4000,psi
STRENGTH PLACED 1...4000 psi SACKS
PRODUCT CODE 396850 CEMENT
ADDITIVES Sun baked clay color
LOAD NO, 1 TICKET NO, 60013164
CONCRETE TEMP 65" F YARDAGE 6,0 OF
AIR TEMP 66" F WEATHER Overcast
POUR LOCATION Crosswalk strip at north end of west bus lane,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT.
SLUMP
TIME
SPECIMEN STORAGE
6,0
TEST,
DATE
05~18-09
06-08~09
06--08.09
Hold
AGE
(DAYS)
7
28
28
TOTAL
LOAD (LBS)
82000
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
11:25AM
AREA
(IN,')
12,56
WEIGHT
(LBS)
8,72
COMPRESSIVE
STRENGTHIPSIl
6530 /
*"1 - End Cones 2 - cOne/Split
05-12-09
4" x 8"
ESG
3/4"
3"
12:55 PM
, ASTM C31
TYPE OF
FRACTURE-
5
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
3 - Columnar
Reviewed By:
;JJ.'I.~
Michael L. Meyer
Technical Manager
-
c:
Rowell Brokaw- Mark Young (ernail)
Ang Engineering. Jok Ang (ernail)
Balzhiser Hubbard~ Tina Guard (ern ail)
Brown Conlracting~ Adam Hughes (em ail)
City of Springfield~ Denny Wright (ernail)
MLM:sc
This report and/or enclosed test data is the confidential property of the. client 10 whom it is addressed and pertains to the specific .
process and/or malerial evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization.
7fJJ MN Cane! AIIISnJe' OJrvaIlis, ()eg::n 97330, pho1e(541) 757-4698' fax (541) 757~2991
29540 BAirpo1 Road . Eugene, ()eg::n 97402 . rrrre (541) 684-J849 ,fax (541) 684-3851
630fJJ Corporate Place, Suite 2, Bend, Oregon 97701 'phone (541) 382-4844, fax (541) 382--4846
&fEI.
tt
Geotedlnical & Construdi:Jn Services
Compressive Strength of Concrete
(ASTM C 39)
'1.'11M"':"I~""'~:"llll\'.I~[.
CLIENT
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
L TO Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
05-14-09
2087170
6414
DATE
PROJECT NO,
REPORT NO,
PROJECT
B,P, NO, ,'COM2008-00440-
l._
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
05-07-09 CAST BY A, Fenstermacher DATE RECEIVED
\ ,
-4000,psl- SPECIMEN SIZE
(jooo psi SACKS SUPPLIER
396850 CEMENT 7,0 MAX SIZE AGG,
AEA AIR CONTENT
1 TICKET NO, 58008446 SLUMP
66' F YARDAGE 10,0 OF TIME
51' F WEATHER Partly Cloudy SPECIMEN STORAGE
North and south sections of-crosswalk between pedestrian walkway and station.
LOAD 1 SAMPLED
From north side
TEST
DATE
05-14.09
06-04.09
06-04-09
Hold
WEIGHT
(LBS)
8.46
COMPRESSIVE
STRENGTH (PSI)-
5890
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
9:10AM
AGE
(DAYS)
7
28
28
AREA
(IN.'!
12,56
TOTAL
LOAD ILBS)
74035
05-08.09
4" x8"
ESG
3/4"
4.5%
4"
8:45 AM
ASTM C31
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:
/h. '/.~
Michael L Me,t;
Technical Manager
c:
Rowell Brokaw- Mark Young (em ail)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting-.-Adam Hughes (emaH)
City of Springfield- Denny Wright (email)
MLM:sc
This report and/or enclosed test data is the confidential property of the client 10 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 andfor any part
thereof be disclosed YJithout FEI Testing & Inspection. lnc.'s written authorization.
700 NW ComeIIAvenue' Corvallis, 09pl97330' phone (541) 757-4698, fax (541) 757.2991
29540 BAirpat Road, Eugere, O9pl97402' phcne(541)684.;J849' 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
Ir~'II!!rt;.II"'~;'llIIl.lIl.
Geoh.: , .:..d & Construdi:Jn SeM:es
Daily Field Report
Client: Mr, Joe McCormack Project: L TD Gateway Mall Station Date; 05--08--09
Lane Transit District 3000 Gateway Street Project No,; 2087170
PO Box 7070 Springfield, Oregon Report No,: E-22941
Eugene, Oregon Inspector: M, Meyer
10 No,: 0877905-88
ICC
Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection; 0
Contractor: Brown Contracting BPNo,; COM2008.00440 Periodic Inspection: 0
Performed inspection on the reinforcing steel in the north section of west bus lane
entrance from Gateway Street Rebar was checked for grade, size, lap, spacing,
quantity, ties and supports, Slip.dowels were suspended in a wire cage at joint~,
Observed theplacement'of 9,O'yards,0lEugene Sand and Gravel 4000 psi concrete in
area noted above:,and'9,O.yards 014000 psi cOJicrete'with:sunbaked clay color in
crosswalk at east end of pedestrian walkway, Concrete wasplaced,directly from truck
and was manually consolidated, Cast one,(1} set four (4) 4" x 8" compressive strength
cylinders from colored mix and performed field tests as follows: slump - 5 1/2":
concrete temperature - 60F; air temperature - 38F,
Adam Hughes (Brown Contracting) 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 plans dated
03.12--08 and al?plicable workmanship provisions of the LB,C" except if noted above,
Reviewed By:
A,~,rr-
Michael L Meyer
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting. Adam Hughes (email)
City of Springfield- Denny Wright (email)
\
MLM:sc
This report and/or endosed test data is the" confidential property of the client to whom it is addressed and pertains to the specific
process and/or malerial 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 written authorization. " .
7E1JN-N CcmeIIAvelll,.e' CavaIIis, Clreg:T197330' p>-roa(541 )757-4699' fax (541) 757-2991
29540 B Airpat Road ' Eugere, Clreg:T197402 ' p>-roa (541) 684-J849' fax (541) 684-3851
63050 Corporate Place, Su~e 2, Bend, Oregon 97701 'phone (541) 382-4844 ,fax (541) 382-4846
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
~"'~J
~r_
11:'111'lrt;41lr~'~~'111l\1.liLl!I
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
TEST
DATE
05-07-09
05-28--09
05.28--09
Hold
AGE
(DAYSl
7
28
28
~
Geoted1nical & Construdion Servio3s
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
DATE
PROJECT NO,
REPORT NO,
05-07-09
2087170
6393
B.P,NO,
COM2008-00440
04--30.09
,4000 psi
4000 psi
-396850
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
4"
8:30 AM
ASTM C31
R Ma~ama
05.01-09
4" x8"
ESG
3/4"
SACKS
CEMENT
7.0
Super plasticizer
3 TICKET NO,
75" F YARDAGE
47" F WEATHER
West bus lane (except north end),
Set 1
Approximately 40' from north end,
2103682
10.25 OF
Partial Clouds
122,0
AREA
(IN.')
12.56
WEIGHT
(LBSl
8.52
TOTAL
LOAD (LBS)
70115
COMPRESSIVE
STRENGTH'(PSIl
,/ . 5580
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
4:10 PM
TYPE OF
FRACTURE-
2
I
."1 - End Cones 2 - Cone/Split
3 - Colum~ar
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:-
t1:e'{ i};;-
Technical Manager
c:
Rowell Brokaw. Mark Young (email)
Arig 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 and/or material evaluated. As such, information contained herein shall not be reproduced In part Dr full and/or any part
thereof be disclosed without FEI Testing & Inspection, Jnc.'s written authorization.
750 MN CanelAvenue' CavaIfis, Oregon 97330' plu1e(541) 757-4698, fax (541) 757.2991
29540 B Aiport RoOO ' Eugene, Oregon 97402 ' p-me (541)684-J849 ,fax (541 )684-3851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382~ ' fax (541) 382-4846
kL
&fEI
Geotedrt;aI & Construction Servires
Compressive Strength of Concrete
(ASTM C 39)
11;.,mlrt;..rlt.,..allllu.ml!!l
CLIENT Mr, Joe McCormack PROJECT L TD Gateway Mall Station DATE 05.07-09
Lane Transit District 3000 Gateway Street PROJECT NO, 2087170
PO Box 7070 Springfield, Oregon REPORT NO, 6394
Eugene, Oregon 97403
B,P, NO, COM2008-00440
DATE CAST 04,30.09 CAST BY R. Ma~ama DATE RECEIVED 05-01-09
,/
STRENGTH REQUIRED) 4000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER ESG
PRODUCT CODE - 396850 CEMENT 7,0 MAX SIZE AGG, 3/4"
ADDITIVES Super plasticizer AIR CONTENT
LOAD NO, 9 TICKET NO, 58008357 SLUMP 53/4"
CONCRETE TEMP 73" F YARDAGE 11,0 OF 122,0 TIME 10:00 AM
AIR TEMP 56" F WEATHER Partial Clouds SPECIMEN STORAGE ASTM C31
POUR LOCATION West bus lane (except north end),
Sel2
LOAD 9 SAMPLED Approximately 50' from south end,
TEST
DATE
05-07-09
05.28--09
05.28--09,
Hold
AGE
(DAYS)
7
28
28
AREA
(IN.')
12,56
WEIGHT
(LBS)
8,50
TOTAL
LOAD (LBS)
64725
COM PRESSIVE
STRENGTH (PSIl
, 5105
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
3:30 PM
TYPE OF
FRACTURE-
4
"* 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:
M(3.~I2:~
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Englneering-Jok Ang (email)
Balzhiser Hubbard- Tina Guard (emall)
Brown Contracting. Adam Hughes (emall)
City of Springfield- Denny Wright (em all)
MLM:sc
This report and/or enclosed test data is the confidential property of the client to 'Nhom it is addressed and per:tains 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
. theroof be disclosed without FEI Testing & Inspection, lnc.'s written. authorization. '
7fiJ WI ComeIIAvenlJ3' CavalfIS, ()egoo 97330, phone (541) 757-4698, fax(541) 757-2991
29540 B Airport Road ' Eugene, ()egoo 97402 ' phone (541) 684-J849' fax (541) 684-3851
630fiJ'Corporate Place, Su~e 2' Bend, Oregon 97701 'phone (541) 382-4844' fax (541) 382-4846
\1--
~......
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Page 1 of 1
11;"'lltl~i.lf"'i1:'111111W!l
8:...k.-":-.. ,rnJ & Construction Servioos
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:
ID No,:
04-30-09
2087170
E-22897
R Ma~ama
5235029-49
ICC
Inspection of: Reinforced Concrete
, Contractor: Brown Construction
Weather: Partly,Cloudy.: '-,)
BP No,: COM2008-00440
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcin9 steel for bus lane from exit off of Gateway
Street to parking lot entrance, Reinforcing steel was checked for grade, size, lap,
placement and clearance, Steel was secured using tie wire and was supported above
grade.
Observed the placemenl of 122,0 yards of Eugene Sand and Gravel 4000 psi concrete
(mix 396850), in areas noted above, Concrete was placed by pump and was
consolidated by mechanical vibration: 'Cast two (2) sets 'of four,(4) 4" x 8" compressive
strength cylinders, '
I Set 1
I Concrete temoerature - 75F
I Air temperature - 47F
I Slump - 4"
Set2
Concrete temperature - 73F
Air temoerature - 56F
Slump - 53/4"
Adam Hughes (Brown Contracting) was advised of the 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
03.12-08, Gateway Street Improvement plans dated 07.25-08 and applicable
workmanship provisions of the LB,C" except if noted above,
Reviewed By:
j/J, -;;,~
Michael L. ~~vlJ -
Technical Manager
c:
Rowell Brokaw. Mark Young (email)
Ang Engineering. Jok Ang (email)
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 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 NN ComeIAverue' CorvaIis, Oeg:t197330' phone (541) 757-4698, fax (541) 757-2991
.29540 B Airpcxt Road ' Eugene, 0eg:t1 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