HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-6-18
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, GeofEchnb31 & Conslrucfun Servres
Daily Construction Report
Client:
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon
Project:
, L TD Gateway Mall Station
f3006'Gateway Stre~ '
Springfield, Oregon
Date:
Project No,:
Report No,:
Inspector:
10 No.:
06-1 8-O9
2087170
E-23191
M, Meyer
Inspection of:
Contractor:
Sitework
Brown Contracting
Weather: Partly Cloudy
\ B,P:-No.-- (;'01.12008:00440
Continuous Inspection: 0
Periodic Inspection: 0
Met on.site with Dennis Cacn (Brown Contracting) to observe exposed subgrade
soils under wets half of previous L TD station east of Target store, 'Advised by Mr,
Cacn that area has been excavated to a proposed finished subgrade elevation
which allows for 10" of crushed rock base and 3" of asphalt paving, Based on our
observations and probing with a 5/8" steel T -shaped soil probe, the exposed
materials appear firm and stable, at this time, Mr, Cacn stated placementoffabric
and crushed rock base will be completed later today, Recommended that if area is
to be utilized for truck travel during or after demolition operations, exposed
subgrade soils should be covered with a temporary thickened section of crushed
rock (at least 18" thick) to prevent disturbance from repetitive heavy loading, Mr.
Cacn was asked to notify our office when additional services are needed,
Reviewed By:
jJ; . --;(, ~----
Michael L, ~ey/
Technical Manager
c:
Rowell Brokaw- Mark Young (email)
Ang Engineering" Jok Ang (email)
Balzhiser Hubbard. Tina Guard (ernail)
Brown Contracting- Adam Hughes (email)
City of Springfield- DennyWright (email)
MLM:sc
This repcrt and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the speCific process andlor m'aterial evaluated, As
such, information contained herein shall not be reproduced in part or full andlor any part thereof be disclosed withOut FEI Testing & Inspection, Inc.'s written authorization.
7fiJ WI CaneIIAvenue' Corvaffis, Oregoo 97330' phone (541 ) 7574698' fax (541) 757-2991
29540 BAirpat Rood, Eugene, Oregoo 97402' phone (541 )684-3849' fax(541)684'3851
630fiJ Capcxate Place, Sui1e2' Bend, Oregoo 97701 'phone(541)382-4844' fax (541)3824846
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r~. ,;r..; . .",1 & rnn.~tn Kfun ServiffiS
Compressive Strength of Concrete
(ASTM C 39)
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
PROJECT L TO Gateway Mall Station
( 300Qgatew~y St;:~~-~
Springfield, Oregon
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
06-19-09 (FC),
06-24-09 (LC)
07-15-09 (LC)
07-15_09 (LCI
Hold (LC)
AGE
(DAYS)
2
7
28
28
---'_____ h.'_
_BP',NO,_ _h CQ~2008,q0440 !
CAST BY
A. Fenstermacher
DATE
PROJECT NO,
REPORT NO,
DATE RECEIVED,
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
8:00 AM
8:30 AM
06-17 -Og
4000 psi
'4000 psi
396850
AEA
1 TICKET NO, 58009434
77" F YARDAGE 11,0 OF 21.25
62" F WEATHER Overcast
Concrete paving for repair area south of Umpqua Bank.
SACKS
CEMENT
7,0
-1- End Cones 2 - Cone/Split 3' Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bot!om) ,
Fr9m east side,
AREA
(IN,')
12,56
12,56
WEIGHT
(LSS)
8,64
8,60
COMPRESSIVE
STRENGTH (PSIl
4680
6450
TOTAL
LOAD (LBS)
58805
81035
REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results,
FC - Field Cure
LC - Lab Cure
Reviewed By:
t:~e~~
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
06-24-09
2087170
6498
06-18-09
4" x 8"
ESG
314"
4,6%
3"
7:10AM
1 cyl. Field Cure
rem, ASTM C 31
TYPE OF
FRACTURE~
2 I
6
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 'arid/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 NW Cornell Avenue' ColVallis, 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
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 3?2-4846
~
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II."""".",,,,,,,,,,.,,,. Ge:JlEchnicaJ & Construdion Selvices
Page 1 of 1
Field Densitv Test Results - ASTM D 2922
Client: Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97403
Project: L TO Gatel'!'ay MallStation
L3000 Gate""ayStreetJ
Springfield, Oregon
Date: 06-24-09
Project No.: 2087170
Report No.: E"23238
~B:'P:NO-:-: - ~_ ~OM20Q~:QO~~.':
MOISTURE/DENSITY DATA: ASTM 0698 - Maximum Dry Density of 132,9 pcf, at 7,6% moisture furnished by contractor
1 1/2" -0 crushed gravel (Wildish)
---,- ,--
Wet
Test Approximate location Approx, Density Percent Dry Density Percent Compaction
No, Elev, (pcO Moisture (pcO Compaction Reauirement
1 Near west end FG 141,2 6,1 133,1 100,0 95,0
2 South side, center FG 144,9 6,2 136.4 100+ 95,0
3 North side, center FG 144,5 5,8 136,7 .100+ 95,0
4 Near east end FG 135.4 4,6 135.4 100+ 95,0
----- -----
Tests perfor~ed at finished grade of base rock under asphalt paving at previous L TO station,
Remarks: Dennis Cacn (Brown Contracting) was advised of test results,
Reviewed By:
A ,-t fJc---
Michael L. Meyer
'Technical Manager
c:
Rowell Brokaw- Mark Young (em ail)
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 penains to the, specific process andlor material evaluated. N. such, infonnation
contained herein shall not be reproduced in part offull and/or any part thereof be disclosed without FEl Testing & rnspectio~, Inc,', written authorization,
750 NW Cornell Avenue' Coruillis. Oregon 97330, pbme(541)757-4698 'fux (54]) 757-2991
29540 BAitpcrtRood 'EugaJe,Oregrn97402 'phrne(54J)684-3849' fux(54 J) 684-3851
63050 COIjlOrntePlace, Suite 2 'Bend, Oregon 9770J 'phone(541) 3824844 'fax(541)3824846