HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-3-3
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11..'II~II'I;.I!~'1:t;"IIIII'.ltl.
Ccv~ , d & Constn.dion 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 Miill:Station
~ ..... ;' ~ .'_ ., ,. . .~.i.'
i __~OOO_ Gateway Sireet
Springfield, Oregon
B.P. NO. ;COM2008:00449,.
C.___,,- . _ 'i_'
A: Fenstermacher
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
01-06-09 CAST BY
3,000
3,000 SACKS
313065 CEMENT
Hot water, VMA, WRA, AEA
1 TICKET NO.
66' F . YARDAGE
49' F WEATHER
South site-wall
58006668
9.5 OF 9.5
Overcast
DATE
PROJECT NO.
REPORT NO. .
03-03-09
2087170
6158
01-07-09
4" x8"
ESG
3/4"
51/2"
8;15AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF ' TYPE OF
DATE (DAYS) (IN.') (LBSl LOAD (LBSI STRENGTH (PSI) (PSll TEST FRACTURE-
[ 01-13-09 7 12.50 8.20 23400 1870 8:15AM 5
, 02-03-09 28 12.62 8.20 33800 2680 9:25 AM 5
I 02-05-09 30 12.56 8.20 31700 2520 8;00 AM 5
l 03-03-09 56 12.56 8.18 40180 3200 . 7;40 AM 2
U1 _ 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:
(J1,'-1,~
Michael L. Me/ir
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Englneering- Jok Ang (em ail)
Balzhiser Hubbard- Tina Guard (email)
BroWn Contracting- Adam Hughes (email)
City of Springfield- Denny Wri9ht (email)
MLM:ld
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
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 FE! Testing & Inspection, Inc.'s written authorization.
7EfJ twV Canal Avem.e . CovaIfIS, 0aiJ0n 97330' phJne(541) 757-4698, fax(541) 757-2991
29540 BAirporl Road, Eugene, 0aiJ0n 97402, phJne(541)684-J849' fax(541)684-J851
630EfJ Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844' fax (541) 382-4846
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1I~''''''J:.,'''''"''"IiILl' Geo1echnic:al & Constru:fun Services
Page 1 of 1
Field Density Test Results - ASTM D 2922
Client:
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
Project:_L TD.Gateway Mall Station
L 3000 G~tewaystreelJ
Springfield, Oregon--'
Date:
Project No.:
-Report No.:
. _B.P. No::-
-.- -- -
02-27-09
2087170
E-22464
-co~2_ci08-0044~
MOISTURE/DENSITY OAT A: ASTM 0698 - Maximum Dry Density of 116.4 pcf, at 9.6% moisture furnished by contractor
for 3/4"-0 crushed gravel (Wildish Building Co.). .
--.--'. ---_._--~- -- ------
---'-
Wet
Test Approximate Location Approx. Density Percent Dry Density Percent Compaction
No. Elev. (pcfl Moisture (pcfl Compaction ReQuirement
1 Near south end FG 140.5 6.6 131.8 100+ 95.0
2 South of center FG 139.4 6.5 130.9 100+ 95.0
3 North of center FG 140.4 5.9 132.6 100+ 95.0
4 Near north end FG 140.7 6.8 131.7 100+ 95.0
- _.---- -_.~_._--~--- - ..-. -
Tests performed at finished grade of 3/4" base rock under bus lane paving west of station.
Remarks: Dennis (Brown Contracting) was advised of test results.
Reviewed By:
fJ1. ~'Ihr-
Michael L. Meyer
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
An9 Engineering- Jok Ang (em ail)
Balzhiser Hubbard- Tina Guard (email)
Brown Contracting- Adam Hughes (em ail)
City of Springfield- Denny Wright (email)
MLM:sc
TIus report and/or enclosed test data is the confidential propeny oflhe client to whom it is addressed and pertains to the specific process and/or material c\"aluated. As such, information
~ntained herein shall not be reproduced in part of full andlor any part thereof'oe disclosed without FEI Testing & Inspection, Inc. 's written authorization.
7:JJ NW CandIA",,",,' Cavallis, Oregoo 97330, phone(541) 7574698, fix (541) 757-2991
29540 B Aiq:x:rt Rrod' Eug,ne, <Mgm97402 . phcne(541)684-3849' fux (541)684-3851
63050 COIpOratePlace, Suite 2 . Bend, Oregon 97701' phone (541) 3824844 . fux (541) 3824846
Page 1 of 1
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''''1'',*:01''''''''".'1I0l Geotech1icaI & ConstruclKJn Servioes
Client: Mr. Joe McCormack
',.
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
Field Densit'l Test Results - ASTM D 2922 .
Project: LTD Gateway Mall Station
3000 Gateway Street
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
02-25-09
2087170
E-22450
COM2008-00440
MOISTURE/DENSITY DATA: ASTM D698 _ Maximum Dry Density of 132.9 pel, at 7.6% moisture furnished by contractor
for 1 1/2"-0 crushed gravel (Wildish). .
Test
No.
1
2
3
4
Approximate Location
Near south end
South of center
North of center
Near north end
-----.----------- -----------
Approx.
Elev.
FG
FG
FG
FG
Wet
Density
(pcf)
146.2
149.9
151.9
142.3
Percent
Moisture
7.8
7.8
7.5
7.9
Dry Density
(pcf1
135.6
139.1
141.4
131.9
Percent
Comoaction
100+
100+
100+
99.0
Compaction
Requirement
95.0
95.0
95.0
95.0
Tests performed at finished 9rade of 1 1/2"-0 base rock under bus lane paving west of station.
RemarkS: Dennis Cacn (Brown Contracting) was advised of test results.
Reviewed By:
;J;.'I.~
Michael L~ Meier
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 lest data is the confidential property of the dien! 10 whom it is addressed and pertains to the specific process and/or material evaluated. As such, informatioo
contained herein shall not be reproduced in part of full andlor any pan thereofbc disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW OrndlAVlmlO' Ccrva1lis, ~ 97330 '[.booc(54I) 757-4fB8' fux (541) 757-N) I
29540 B AiqJortRoad . Eugene, ~97402' phone(541)684-3849' fux(541) 684-3851
63050 COlporateP1ace, Suite 2 . Bmd, Oregon 97701' phone(541) 382-4844' fax (541)382-4846