HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-11-17
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Gcv.,": "1ica1 & Construction Servires
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November 17, 2009
Mr. Joe McCormack
LTD
PO Box 7070
Eugene, Oregon 97401
Project No. 2097153
Report No. E-24599
Re: L TO Fleet Building Remodel! Addition
3500 E. 17th Ave,
Eugene, Oregon
BP No,: COM'2009-1164
Subject:
Results of laboratory tests (sieve analysisl moisture density curve) performed on one (1) 3/4"-0 crushed
gravel sample submitted to us on November 12, 2009.
Sieve Analysis - AASHTO T27
Sieve Size
1"
3/4"
1/2"
3/8"
1/4"
#10
Percent Passing
100.0
91.0
71.0
59.0
43.0
21.0 (50.0')
OOOT Specification
100.0
90-100
55-75
40-60
(')
'of the fraction passing the 1/4" sieve, 40-60% shall pass the #10 sieve.
Reviewed By:
~ . -t. /J. " ./
~i~hael LVM~
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (em ail)
City of Springfield
Attachment: moisturel density curve
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.
720 tNV Carel Avenue' CavalTIS, 0ega197330' pha1e(541) 7574398, fax (541) 757-2001
29540 B Airport Rood . Eugene, 0rega197402 . phone (541) 684-3849 ,fax (541) 684-3851
MOISTURE DENSITY RELATIONSHIP TEST
, 1391
1
1341
1291
y ----r---.
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/ Y- -I '....
./ /1 1 ",
'/1 I"
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1
1
1 I
I 1
8 10 12 14
Water content, %
'l3
0-
;i-
'0;
c
Q)
'0
~
o
124
1191
1
I
I
1
1141
4
6
Test specification: ASTM D 698-00a Method C Standard
Oversize correction applied to each point
Elev/ I Classification Nat,
Depth USCS ' AASHTO ' Moist.
LL
PI
Sp.G.
16
%> %<
3/4 in, No.200
9.0
ROCK CORRECTED TEST RESULTS
Maximum dry density = 129,8 pef
Optimum moisture = 10,6 %
I Project No. 2097153 ' Client:
I Project: L TD Fleet
UNCORRECTED
MATERIAL DESCRIPTION
3/4" . 0 crushed gravel
"=l Remarks: '
, Sample was submitted by contractor on
Date: IH7-09 tl-12.09.
,_,_J
127.0 pef
11.5%
LTD
I_ Source: Delta Sand & Gravel Sample No.: 2138
MOISTURE DENSITY RELATIONSHIP TEST
FEI Testing & Inspection, Inc.
Corvallis. OR
Figure
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Page 1 of 1
11~'llmf;.I~~'~a.IIIIL'i11~LC:I
Geotechnical & Constiuclion Servires
Daily Construction Report
Client: Mr. Joe McCormack Project: L TD Fleet Building Date: 11-18 & 19-09
Lane Transit District Remodel Expansion Project No.: 2097153
PO Box 7070 3500 E, 17'" Ave, Report No.: E-24600
Eugene, Oregon 97401 Eugene, Oregon Inspector: A. Fenstermacher
ID No.:
Inspection of: Sitework Weather: Overcast Continuous Inspection: 0
Contractor: Fortis Construction B.P, No. COM 2009-1164 Periodic Inspection: &'I
11-18-09: Met on-site with Kean Rager (Fortis) to observe demolition operation in
chasis wash area of wash building. The existing drain has been removed in the
center of the bay. The excavation was approximately 3.5' below existing rock
grade, Subgrade materials appeared to be a sandy-sill. The materials appeared to
be firm and stable. Mr. Rager stated that imported fill granular fill material would be
compacted in lifts to bring excavation up to existing grade. '
11-19-09: Met on-site with Mr. Hager to observe demolition operation in bay 16 of
the fleet building, The existing rams and tanks have been removed and excavation
depth is approximately 7.5' below existing rock grade. Exposed subgrade materials
appear relatively firm and stable, at this time. Mr. Rager stated excavation will be
backfilled with 2 to 3 feet of open-graded gravel, and then crushed rock would be
placed and compacted to raise area back to proposed finished grades. Mr. Rager
was asked to notify our office when additional services are needed.
Reviewed By:
jJ1,';(.~
Michael L Meyer
Technical Manager
c:
, Fortis Construction - Kean Rager (em ail)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (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 lhespecific 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.
7EfJ NN O:JmeIIAvenue' CotvaI6s, Oregon 97330, phcre(541) 757-4698, fax (541) 757-2991
29540 BAirpatRoad' Eugene, 0egm97402' phcre (541) 684-3849 'fax(541)684J851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 3824846
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Page 1 of 1
11:"IINrw:.h\~':l;'lllh\.IN. G:.U~~ II leal & Construction Servi03S
Field Density Test Results - ASTM D 2922
Client: Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97401
Project: L TD Fleet Building
Remodel Expansion
3500 E. 17'" Ave,
Eugene, Oregon
Date:
Project No.:
Report No.:
B,P, No.:
11-20-09
2097153
E-24608
COM 2009-1164
MOISTURE/DENSITY DATA: ASTM 0698 - Maximum Dry Density of 129.8 pcf, at 10.6% moisture, is from our sample
no. 2138 dated 11-17-09 for 3/4"-0 crushed gravel (Della Sand and Gravel).
- - --~,- ---.-...-.-
Wet
Test Approximate Location Approx. Density Percent Dry Density Percent Compaction
No. Elev. (pcfl Moisture (pcf) Compaction Requirement
1 East side of bay -8.0" 134.1 5.6 127.0 98.0 95.0
2 West side of bay -8.0" 130.0 5.6 123.1 95.0 95.0
3 East side of bay FG 130.4 6.3 122.7 95.0 95.0
4 West side of bay FG 130.9 6.4 123.0 95.0 95.0
--
Tests performed in fill under slab on grade in bay 16.
Remarks: Mike Mutchler (Delta Construction) was advised of test results.
Reviewed By:
~~I~.(3;r-
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Pivot Architecture - John Stapleton (em ail)
Hohbach-Lewin - Vikki Bourcier (em ail)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
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, infonnatit?l1
contained herein shall not be reproduced in part of full andlor any part thereof be disclosed without FEI Testing & Inspection. Inc. 's written authorization.
750 NW COO1ell A_lie' COMIIis, Oregon 97330. phooe(541) 7574W8' tax (541) 757-'E91
29540 B Aiqxn RmI' Eugme, Oregoo 97402 . jl1cne(54 1)684-3849' tax (541) 684-3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846