HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-12-3
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111l.'ltNC't;.I~lr.'ilaIlIIJ~1WS:I
Geotechnical & 0JnsIrucfun SeMres
Daily Field Report
Client:
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon
Project: L TD.Gateway Mall'Station
Q90.0_Gateway.StreeL /
Springfietd, Oregon .
Date:
Project No.:
Report No.:
Inspector:
10 No.:
12-03-08
2087170
. E-21915
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Brown Contracting
. Weather: Showers .,
BP No.:'COM2008cQ0440-- ~/
Continuous Inspection: D
Periodi.c Inspection: 0
Performed inspection on the reinforcing steel for platform site wall footings.'
Reinforcing steel was checked for size, grade, laps, quantities, locations, ties,
clearance and supports. . '
Observed the placement of 15 yards of Eugene Sand and Gravel 3000 psi concrete
(mix 313065) into areas noted above. Concrete was placed directly from truck and
was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test
cylinders. Notified Adam Hughes (Brown Contracting) of on-site results. Concrete
temperature- 61 F; air temperature- 48F; slump- 3 112".
Mr. Hughes was asked to notify our officewhen addition at services are needed. .
To the best of our knowledge, the work inspected was in accordance with plans dated
03-12-08 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By: .
A.'7f,~
Michael L. Me.flr .
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (em ail)
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 and/Of 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 WJ CaneII Avenue. CavaIis, a-egoo 97330, phone (541) 7574698, fax (541) 757-'2991
29540 B Ajrport Road . Eugene, a-egoo 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
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
~ft:
11~'II~lrr:.'l'''':.':'IIII~.J~I.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCAtiON
LOAD 3 SAMPLED
Geob , .;.",J & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
. PROJECT
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
11-18-08
2087170
6075
DATE
PROJECT NO.
REPORT NO.
B.P. NO.
COM2008-00440
10-21-08 CAST BY A. Fenstermacher DATE RECEIVED
3000 psi SPECIME~ SIZE
3000 psi SACKS SUPPLIER
313065 r . CEMENT MAX SIZE AGG.
AEA: WRA AIR CONTENT
3 TICKET NO. 58005623 SLUMP
650 F YARDAGE 11.0 OF 88.0 TIME
490 F WEATHER Fog SPECIMEN STORAGE
Pedestrian walkway footing at lines.37C and,station platform footings on line A.
10-22-08
4" x8"
ESG
314"
31/2"
10:30 AM
ASTM C31
From top lift of south station footing. .
AVERAGE
TEST AGE AREA WEIGHT. TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD lLBSl STRENGTHlPSll lPSll TEST FRACTURE~
10-28-08 7 12.56 8.2 30100 2400 12:40 PM 6
11-18-08 28 12.56 8.2 47400 3770 7:30 AM 5
11-18-08 28 12.56 8.2 49400 3930 3850 7:35 AM 5
Hold
....1 - End Cones 2 - ConeJSpHt 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:
;0. ~ ~
Michael L. Meyer 0
,Technical Manager
c:
Rowell Brokaw- Mark Young (em ail)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to who~ iUs addressed and pertains 10 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, Jnc.'s written authorization.
7fIJ r-MI ComellAvenue' Corvaffis, Qegoo 9733O. phone (541) 757-4698, bx(541) 757-2991
29540 BAirportRoad' Eugene. Qegoo 97402' phone (541) 684-3849 . fax (541) 684-;J851
63050 CoIporat~P\ace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
Sf!J
Page 1 of 1
11:"'IIII.W;'I~'1l1111'1II11_
Geotechnical & Cons1rucfun SeIVres
Daily Field Report
Client: Mr. Joe McCormack Project: L TD Gateway Mall Station Date: 09-19-08
Lane Transit District 3000 Gateway Street Project No.: 2087170
PO Box 7070 Springfield, Oregon Report No.: E-21264
Eugene, Oregon Inspector: R. Marjama
10 No.: 5235029-49
ICC
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Brown Contracting BPNo.: r 'COM2008,00L\40 Periodic Inspection: 0
Performed final inspection of reinforcing steel for column spread footing on line C35.
Reinforcing steel was checked for grade: size, lap, placement and clearance. Steel
was secured using tie wire. and was supported above grade.
In areas listed above and in the middle portion of curb along Gateway Street, observed
placement of 11 cu/yds. of Eugene Sand and Gravel 3600 psi, 3/4" MSA concrete (Mix
323665). Concrete was placed directly from the truck. and was consolidated by
mechanical vibration. Load 1 was sampled and one (1) set of four (4) cylinders cast.
Concrete temperature 72F; air temperature 57F; slump 4".
Adam Hughes (Brown Contracting) was advised of on"site test results and was asked
to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
03-12-08 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
A. 7(.~_
Michael ~. M<<~ .
Technical Manager
c:
-Rowell Brokaw- Mark Young (em ail)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (em a'!)
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 Qr full and/or any part
thereof be disclosed without FEl Testing & Inspection, Inc.'s written authorization.
7fIJ r--NV ComeIIAvenue' Corvallis, Clre!pl97330' phone (541) 757-4698' fax(541) 757-2991
29540 BAirport Road . Eugene, Clre!pl97402' phone (541) 684-J849 'fax(541)684J851
630fIJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
&FEI
Geoted1nicaI & Construcfun Services
Compressive Strength of Concrete
(ASTM C 39)
1I~'lIllf'l;.I~.'lj;eIlIJ~.ln.
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.
11-11-08
2087170
6064
B.P. NO.
COM2008-00440
DATE CAST 10-14-08 CAST BY M. Meyer DATE RECEIVED 10-15-08
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x 8'"
STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG
PRODUCT CODE 313065 CEMENT MAX SIZE AGG. 314"
ADDITIVES AEA, WRA AIR CONTENT
LOAD NO. 1 TICKET NO. 60008696 SLUMP 31/2"
CONCRETE TEMP 63" F YARDAGE 2.5 OF 2.5 TIME 9:25 AM
AIR TEMP 50. F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31
POUR LOCATION Pedestrtan walkway column pedestals at lines C20, C21. C22, C23, C24, C25 and C26.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYSl (IN.') (LBS) LOAD (LBS' STRENGTH (PSIl (PSIl TEST FRACTURE-
10-21-08 7 12.56 8.5 40200 3200 8:10AM 6
11-11-08 28 12.56 8.4 59900 4770 7:40 AM 5
11-11-08 28 12.56 8.5 62900 5010 4890 7:45 AM 5
Hold
U1 _ End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6"- Side (top or bottom)
REMARKS: Mark Abeyta (Brown Contracting) was advised of on-site test results.
Reviewed By: 1
(d;7mt ~-
Michael L. Meyer for-
Technical Manager
c: .
Rowell Brokaw- Mark Young (em ail)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (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.
750 t:-NV ComeIIAvenue' Cavaffis, 0Iegm 97330, phme(541) 757-4698 . fax(541) 757-2991
29540 B Airpat Road . Eugene, 0Iegm 97402 . phme (541) 684-3849' fax (541 )684-J851
63050 Cv,~v'o;~ Place, Suite 2 . Bend, Oregon 97701' phone (541) 382-4844 . fax (541)382-4846
~f;l
1J:11W!'f;.I~ll.' ~~'J1IlUJ1W!l
Geotechnical & Olnstrudion Servires
Compressive Strength of Concrete
(ASTM C 39)
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.
10-28-08
2087170
6040.
B.P. NO.
COM2008-00440
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP,
AIR TEMP
POUR LOCATION
09-30-08 CAST BY . A. Fenstermacher DATE RECEIVED
3000 psi SPECIMEN SIZE
3000 psi SACKS SUPPLIER
313065 CEMENT MAX SIZE AGG.
AEA, WRA AIR CONTENT
1 TICKET NO. 58005188 SLUMP . 2"
71' F YARDAGE 10.0 OF 40.0 TIME 9:30 AM
62' F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Pedestrian walkway canopy footings at lines C26, C28, C29, C30, C31, C32, C33, C35 and C36.
10-01.08
4" x 8"
ESG
3/4"
LOAD 1 SAMPLED
Footing at lines C33.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBSI STRENGTH (Psn (Psn TEST FRACTURE-
10-07-08 7 12.56 8.4 38700 3080 3:20 PM 6
'10-28-08 28 12.56 8.4 58100 4630 1:00 PM 6
10-28-08 28 12.56 8.3 58200 4630 4630 1:05 PM 6
Hold
**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:
;J;.X~---
Michael L. MeV
Technical Manager
c:
, Rowell Brokaw- Mark Young (email)
Ang Engineering- Jok Ang (em ail)
Balzhiser Hubbard- Tina Guard (em ail)
Brown Contracting- Adam Hughes (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the dient 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 and/or any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
7fiJ mv ComeiI Avooue. CavaIIis, 0rega197330' phone (541) 757-4698 . fax (541) 757-2991
29540 BAiiport Road . Eugene, 0rega197402 . phone (541) 684-3849 . fax (541) 684-;J851
630fiJ Cofpornte Place, Suite 2. Bend. Oregon 97701 . phone (541)382-4844' fax (541) 382-4846
~pp.
~rt~
~:41'\.':i:'llldW!l
CLIENT
Gov~ , ,:CaJ & Cons1rudion Services.
Compressive Strength of Concrete
(ASTM C 39) .
PROJECT
L TD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
10-28-08
2087170
. ~6075
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
DATE
PROJECT NO.
REPORT NO.
B.P. NO.
COM2008-00440
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-21-08 CAST BY A. Fenstermacher DATE RECEIVED
3000 psi SPECIMEN SIZE
3000 psi SACKS SUPPLIER
313065 CEMENT MAX SIZE AGG.
AEA: WRA AIR CONTENT
3 TICKET NO. 58005623 SLUMP
65" F YARDAGE 11.0 OF 88.0 TIME
49" F WEATHER Fog SPECIMEN STORAGE
Pedestrian'walkway footing at lines 37C and station platform footings on line A.
LOAD 3 SAMPLED
TEST
DATE
10-28-08
11-18-08
11-18-08
Hold
AGE
(DAYS)
7
28
28
From top lift of south station footing.
AREA
(iN.')
12.56
WEIGHT
(LBS)
8.2
COMPRESSIVE
STRENGTH (PSIl
2400
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
12:40 PM
TOTAL
LOAD (LBSl
30100
**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:
jJJ. ';(,~
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 (em ail)
City of Springfield
MLM:sc
10-22-08
4" x 8"
ESG
3/4"
31/2"
10:30 AM
ASTM C31
TYPE OF
FRACTURE-
6
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, information contain.ed herein shall notbe reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s VvTitten authorization. .
7ffJ IW'J CaOOI Avenue' CorvaiIis, Oregln 97330, pi1one(541) 757-4698, fax (541) 757-2991
29540 BAirport Road. Eugene, Oregln 97402. phone (541 )684-384g. fax (541) 684-3851
630ffJ Corporate Piace, Suite 2. Bend, Oregon 97701 . phone (541) 3824844. fax (541) 382-4846
~pr~
~r!:~
'1:"'Illlller;.ll'~';;~'IIII\\.I~I.
Geotechnical &ConslrucIion Services
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Mr. Joe McCormack
Lane Transit District .
PO Box 7070
Eugene, Oregon 97403
PROJECT
L TO Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
10-31-08
2087170
6044
B.P.NO.
COM2008-00440
DATE CAST 10-02-08 CAST BY A: Fenstermacher DATE RECEIVED 10-03-08
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG
PRODUCT CODE 313065 CEMENT MAX SIZE AGG, 3/4"
ADDITIVES AEA, WRA . AIR CONTENT
LOAD NO. 2. TICKET NO. ,58005243 SLUMP 4"
CONCRETE TEMP 70" F YARDAGE 8.25 OF 33,0 TIME 9:15AM
AIR TEMP 62" F WEATHER Showers SPECIMEN STORAGE ASTM C31
POUR LOCATION Pedestrian walkway column footings at lines C20 thru C26 and C28.
LOAD 2 SAMPLED 1" lift of footing at C21.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE**
10-09-08 7 12.56 . 8.3 32500 2590 11:20AM 6
10-30-08 28 12.50 8.3 46000 3680 12:40 PM 6
1 0-30-08 28 12.50 8,3 48100 3850 3765 I 12:45 PM 6
Hold I.
..1 - End Cones 2 - Cone/Split 3 - Columnar 4 -' Diagonal 5 - Side (top an~ bottom) ~ - Side (top or bottom)
REMARKS: Adam Hughes (Brown Contracting) was advised of on..site test results.
Reviewed By:
;!J;, '-i.fL-:J-~
Michael L. MeyW
Technical Manager
c:
Rowell Brokaw- Mark Young.(email)
Ang Engineering- Jok Ang (email)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (em ail)
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 Test,ing & InspeCtion, Inc.'s written authorization; ,
750 WI ComeII Avenue' CavalfIS, ClregJn 97330, phone (541) 757-4698. fax(541) 757-2991
29540 Bl\jrpatRoad. Eugene, Oregon 97402. phone (541)6B4-J849' fax (541)684-3851'
63050 Corporate Place, Suite.2' Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
. .
&f!l
GeolechnicaI & ConstrucOOn Servioas
Compressive Strength of Concrete
(ASTM C 39)
.1~'llilrr;111~~~~:'IIIUt.fI~I.
CLIENT
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
PROJECT
LTD Gateway Mall Station
3000 GatewayStreet
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
11-04-08
2087170
6051
B.P.NO.
COM2006-00440
DATE CAST 10-07-08 CAST BY M, Meyer DATE RECEIVED 10-08-08
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG
PRODUCT CODE 313065 CEMENT MA)(SIZE AGG, 3/4"
ADDITIVES AEA AIR CONTENT
~OAD NO. 1 TICKET NO. 58005326 S~UMP 5"
CONCRETE TEMP 67' F YARDAGE . 3.5 OF 3.5 TIME 9:25 AM
AIR TEMP 560 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION ~olumnpedestals at lines C27 thru C.36.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
OATE (DAYS) (IN') (~BS) ~OAD (lBS) STRENGTH {PSII (PSI) TEST FRACTURE-
10-14-08 7 12.56 8.5 32500 2590 2:30PM 6
11-04-06 26 12.50 6.5 49600 3960 3:15 PM 4
11-04-06 28 12.50 6.5 46100 3690 3635 3:20 PM 5
Hold
....1 - End Cones 2 - Cone/Split 3 - Columnar 4.:.... Diagonal 5 - SIde (top and bottom) 6 - Side (top or bottom)
. REMARKS: Mark Abeyta (Brown C~ntracting) was advised of on-site test results.
Reviewed By:
. ;/I. ';(.~, .-
Michaell. Meyt)
Technical Manager
c:
Rowell Brokaw- MarkYoung (emaii)
Ang Engineering- Jok Ang (em ail)
Balzhiser Hubbard- Tina Guard (em ail)
Brown Contracting- Adam Hughes (em ail)
City of Springfieid
MlM:sc
This report ~nd/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 FE! Testing.& Inspection, 'Inc.'s written authorization.
7fJJ NW Cornell Avenue' CavaIIs, 0'egx197330' phone (541) 757-4698, fax (541) 757-2991
29540 BAirpat Road, Eugene, 0'egx197402' phcre(541)684-J849 . fax (541 )684;3851
63050 Corporate Place, Sutte2. Bend, Oregon 97701 . phone (541}382-4844 , fax (541) 382-4846
. .
1I:~'IINrr;.ff~W~.I1II~.'Ulll
Geol:e::t1nic:al & ConsbucIion Services
Compressive Strength of Concrete
(ASTM C 39)
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.
11-07-08
2087170
6097
B.P.NO.
COM2008-00440
DATE CAST 10-31-08 CAST BY A. Fenstermacher DATE RECEIVED 11-01-08
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG
PRODUCT CODE 313065 CEMENT MAX SIZE AGG. 314"
ADDITIVES AEA; WRA; Non-chloride ace, AIR CONTENT
LOAD NO. 1 TICKET NO. 58005939 SLUMP 3 114'
CONCRETE TEMP YARDAGE OF TIME . \
680 F 2.5 2.5 9:30 AM
AIR TEMP 55' F WEATHER Showers SPECIMEN STORAGE ASTM C31
POUR LOCATION Light'pole base south of Kohl's, east of Home Town Buffet.
TEST
DATE
11-07-08
11-28-08
11-28-08
Hoid
AGE
(DAYS)
7
28
28
AREA
(IN.')
12.50
WEIGHT
(LBS)
8.6
TOTAL
LOAD (LBSl
27900
COMPRESSIVE
STRENGTH (PSI)
2230
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
10:15AM
TYPE OF
FRACTUREH
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:
A.~~
Michael L. Meyrfl .
Technical. Manager
c:
Rowell Brokaw- Mark Young (em ail)
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 and/or material evaluated. As such, information containedt"!erein shall not be reproduced in part or full and/or any part
thereof be disClosed without FEr Testing & Inspection, Inc.'s written authorization.
700 WV ComeII Avenue' CavaItis, Q-eg:n 97330, ph<re(541) 757-4698, fax (541) 757-2991
29540 B AiJpat Road . Eugene, Q-eg:n 97402 . phooe (541)684-3849 . fax (541) 684-3851
63000 Corporate Place, Su~e 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382--4846