HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-8-11
~....l i ;"_. .-~-'.,
'~tf!'-Il'. '''''1'-'''''''''' ,.'l'7~'
.. . .. .........v,.,,~5'&<...t'..
~. '
- . IIiJi1' riiJ1'1t 'T'. B '1; 0
1T--:_...,_,. LO uua n
2ng." .""",~. JeatInp'
1['4(' -" Snelle.\' SIree: ~
Springfield, Oregon 97477
(541)746-9649 - (541)746.7163 faK
CCB#176269
ASPHALTIC CONCRETE REPORT
tb- t{6t)
722-80174-217
Maple Elementary School
2109 J Street "
Springfield, OR
Page No. 1 of 4
Weather Cloudy Technician Raymond Aliperti. '
Asphaltic Concrete Sampling Data Date Tested: August 5,2009. (Lab No,: 09-115)
Date ~ampled August b, :<UU8
Supplier Egge Sand and Gravel
Sampled By Raymond Aliperti
'Location Sampled North parking lot-south turn lane
Time Sampled 8:30 AM
Ticket Number N/A .
Mix Type C
Temperature of AC 3220 ,
Date:
Client
Address
August 11 ,.2009
Springfield School District
525 Mill Street
Springfield, OR 97477
~?No.
'Pr'oject No.
Project Name
Address
Asphalt Content AASHTO T30B
Mechanical Analvsis of Extracted Aqqreqate AASHTO T30B
Sieve Size Percent Passing' I,;lty or cugene ~peClTlCatlons
I arget I olerance
3/4"
1/2"
3/8"
1/4"
#4
#8
#16
#30
#40
#100
#200
I
I
I
I
I',
I
I,
1
I'ercent AI,;
Note: AC correction factor furnished by supplier.
, - - "'IV/aXlmum ;:,peclTlc l:IraVlry.,p.p.~n'I'v 'h~.U::J'
~p lOr at :l5"1,; I Unit weIght LbS,/l,;u,t-t.
, LAti/ 10j.ti
Tested By: Steve Wilder
Respectfully sU~'tted'
fession S ice. syies, I,\c.
~ . l1'''\J
Raymonil All ertl .
Project Manager
cc: KPFF - ugo.costa@kpff.com
Hyland Construction - jeffdurmaj@jhconstcom,
Milstead & Associates - doug@milstead.us
Mahlum - rberndt@mahlum.com .
Robertson/Sherwood Architects .dguadagni@robertsonsherwood:com'
, Springfield School District - jsaracen@sps.lane.edu
Yolanda Bird - yoianda.bird@sps.lane.edu
City of Springfield
These results reiate only to the specific samples tested and may not be .indicative of other locations. This report
................,,40 1-..... ...................l,.......,J .....v.............~ i......,," ...i+h"":,.+ ..,..;............ ................i,......i........ h., ^............i............
~+.........-l....,..~... l...rl.,C"+,.;oC" Inl'"
- :.'-).I'::-.~. ! ,~: __-''_
Dam: .4ugus~ 'I ':, 200t.l
Page: . 2 of 2
I
Supplier:
Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction
ASTM 02950 (Date Performed; August 5, 2009)
Material Data
Egge Sand and Gravel
I
Mix Type;
C Mis with rap
I
153.5IMarShall
I
Troxier Model:1
Date Calibrated: I
I Standard Counts;
Moisture: I
Test Instrument
3430 SN; )28693
2/18/09 Calibrated By PS I
I
2680
Test Data
I #1 I #2
I Density (PCF) Density (PCF)
1 See attached site plan 140.3 143.2
2 See attached site pian 143.2 143.7
3 See attached site plan 143.9 143.9
4 See attached site plan 141.4 141.8
5 See attached site pian 144.3 143:3
6 ISee attached site plan 141.0 -142.0
I 7 ISee attached site plan 143.2 142.4
No Copy was left on-site. Advised- contractor of on-site test results,
PSI did not monitor placement of material.
Lift Thickness = 2"
Irest Type: Rice
/Technician; I Raymond Aiiperti
j
I Test#
I
675l.Density:
General Location
[RJ!Base I
Individual Test Location
Average I
Density
141.8,
143.5
143.9
141.6.
143,8
141.5 I
142.8, I
AVerage I
Percent I Required
'Compaction Compaction
92.3 92%
93.5 92%
93.7 92%
92.2 92%
93.7 92%
92.2 92%
93.0 92%
93,0
Respectfully Submitted,
Professional Service Industries, Inc.
CCB #176269
cc:
KPFF - ugo.costa@kpff.com
Hyland Construction - jeffdurmaj@jhconst.com
Milstead & Associates - doug@milstead.us
Mahlum. rberndt@mahlum.com
Robertson/Sherwood Architects -dguadagni@robertsonsherwood,com .
Springfield School District - jsaracen@sps.lane,edu
, .
Yolanda Bird - yolanda.bird@sps.lane.edu
. .. ... ,..
City of Springfield
'.
"
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION ~F THIS REPORT BY ANY METHOD. & ITS TRANSMITTAL /0 A THIRD PARTY BY ANY
MEANS EXCEPT IN FULL IS PROHIBfTED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.