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Home My WebLink AboutPermit Field Test & Inspection Report 2009-1-13 ~fEI II~''''''II;''''''",.II'''.'''. Govw..JCaI & Constn.JcIim SeNices Client: Ms. Kristen Karle Sl. Vincent de Paul P.O. Box 24608 Eugene, Oregon 97402 Project: Aster Apartments 1955 Third Street Springfield, Oregon Page 1 of 2 Asphaltic Concrete Date: Project No.: Report No.: 01-13-09 2077226 E-22170 BP No.: - COM2007-00960 THEORETICAL MAXIMUM SPECIFIC GRAVITY: AASHTO - T209 Maximum Specific Gravity 2.479 Density (pet) 154.3 FIELD DENSITY T ,ST RESULTS ASTM D2950): Approximate Test Location For new parking lot- see sketch #1 For new parking lot- see sketch #2 For new parking lot- see sketch #3 For new parking lot- see sketch #4 For new parking lot- see sketch #5 For new parking lot- see sketch #6 Density (pcn 141.9 143.3 139.7 144.4 144.2 139.1 Tests performed at finished grade of wearing course. Bold denotes failing test. Percent Compaction 92.0 92.9 90.5 93.6 93.4 90.1 Compaction Requirement (percent! 92.0 92.0 92.0 92.0 92.0 92.0 Remarks: Curt Dawson (Meili Construction) advised of on-site test results. Reviewed By ~ ~~ I^- . -------- . Michaell. Meyer . fOr Technical Manager c: Meili Construction - Curt Meili (e-mail) Meili Construction - Curt Dawson (e-mail) Bergsund Delaney Architecture & Planning (e-mail) Hohbach-lewin Structurai Engineers (e-mail) City of Springfield Attachment: approximate test location sketch 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, tnc.'s written authorization 750 NW Cornell Avenue' Corvallis, 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 . ,~~~) }~4.. . -" 11:..1mlrt:oIhl,,':';IIlIIIlIIIHII Gc;...,~V: U leal & Construction Services Approximate Test Locations Sketch, 750 NW Cornell Avenue Corvallis, OR 97330-4517 Phone: (541) 757-4698 Fax:' (541) 757-2991 29540 B Airport Road Eugene, OR. 97402 Phone: (541) 684-3849 Fax: (541) 684-3851 63050 Corporate Place, Suite 2 Bend; Oregon 97701 Phone: (541) 382-4844 Fax: (541) 382-4846 Date Project Number Project Name Client Contractor Project Manager /- /3-'ZcoO, 2011- Zz..b As fer- ~ r Iff) t-<::, 5t--vi^<eA-r- D~ Oa..vL- ,A 'I' ~. /VI~~I I ""~ur~ ty.,,_>So-I'- r#" ~" '#' 1.- t ~ I;. .. {- :\ f} ~ 1I-t{ J J 41- to ~ '< #5 DISTRIBUTION: 1. Proj. Mgr. 2. File By: Title: PAGE of PAGES ~fEJ II~'""";.""~'"""."L. Geotechnical & Construction Sef\Iices Page 1 of 1 Field DensityTest Results - ASTM 02922 Client: Ms. Kristin Karle SI. Vincent de Paul P.O. Box 24608 Eugene, Oregon 97402 Project: Aster Apartments 1955 Third Street Springfield, Oregon Date: Project No.: Report No.:_ B.P. No.: 01-12-0~ 2077226 Ec22155 COM2007-00969_ ' MOISTURE/DENSITY DATA: ASTM D1557 - Max. Dry Density 144.5 pcf, at 7.0% moisture, is from our sample no. 1897 dated 05-31-08 for 1 1/2"-0 crushed aggregate (Coburg Rd. Quarry). --- Wet Test Approximate Location Approx. Density Percent Dry Density Percent Compaction No. Elev. (pet) Moisture (pcfl Compaction Requirement 1 New parking lot: see sketch #1 FG 150.4 4.8 143.6 99.0 95,0 2 New parking lot- see sketch #2 FG 154.8 5.8 146.3 '100+ 95.0 3 New parking lot" see'sketch #3 FG 146.1 4.7 139.6 97.0 95.0 4 New parking'lot- see sketch #4 FG 149.8 6.4 140.9 98.0 95.0 ----- -'---- - -- --- -'- .-- _____ Tests performed at finished grade of base rock under asphalt paving for parking 101. Remarks: Curt Dawson (Meili Construction) was advised of test results. Reviewed By (JJ . ~ fh--- Michael L. Mey' Technical Manager c: Melli Construction - Curt Meili (e-mail) Meili Construction - Curt Dawson (e-mail) Bergsund Delaney Architecture & Planning (e-mail) Hohbach-lewin Structural Engineers (e-mail) City of Springfield . Attachment: approximate test locations sketch 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 andlor material evaluated. As such, infonnation . contained herein shall not be reproduced in part offul! and/or any part thereof be disclosed with~ut FEI Testing & Inspection, Inc.'s written authorization. 7"1) NW O:mellAvenue' CcIvalIis, Oregon 97330' Jfu1e(54!) 7574fJ8 . fux(541) 757-NJl 29540 B AiIportRood' Eugene, Oregon 97402 . phone (54 1 ) 684-3849' fux (54 1 ) 684-3851 63050 CorporateP1ace, Suite 2 . Bend, 0reg0l197701 . phone (541) 382-4844. fax (541) 382-4846 ~. "PI ... -... , ~- Gcv~--J ..ia3I & Construdion Servires eJ 1 - q lOO Approximate Test Locations Sketch. -- 11~'I~~lfI\;tln.':iUlllh'.m". 750 NW Cornell Avenue Corvallis, OR 97330-4517 Phone: (541) 757-4698 Fax: (541) 757-2991 29540 B Airport Road Eugene, OR 97402 Phone: (541) 684-3849 Fax: (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 Phone: (541) 382-4844 Fax: (541) 382-4846 Contractor Project Manager j-Iz- ocr Go ::F=rZ. ~ 4s--II'/' 51- .t1p-/-s s+ "'-"rVl+- .!:l.t....po.uG . . I .41e, C r.IJ Ir--!- (\ C\ ~ ) 5 r1 r--... Date Project Number Project Name Client LJ - . t ~ I ~ N . 'l ( I ~ NM. !lfar-!- (J'U1 +-5 <.-.-,tf- DISTRIBUTION: 1. Proj. Mgr. 2. File By: Title: PAGE of PAGES ~fEl Page 1 of 1 11:"II~lrt:411~~'lj~'IlII~.IN. Gc.v~eJ J/ leal & Consbuc::tior1 Services Field Density Test Results - ASTM D 2922 Client: Ms. Kristin Karle St. Vincent de p'aul P.O. Box24608 Eugene, Oregon 9? 402 Project: Aster Apartments 1955 Third Street Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 01-16-09 2077226 :E-22218 COM2007-00960' MOISTURE/DENSITY DATA: ASTM 01557 - Max. Dry Density of 144.5 pcf, at 7.0% moisture, is from our sample no. 1897 dated 05-31-08 for 1 1/2"-0 crushed gravel (Coburg Road Quarry). . Tests performed at finished grade of base rock under asphalt paving', see sketch. Remarks: Curt Dawson (Meili Construction) was advised of test results. , ~~~-- Michael L. Meyer for Technical Manager c: Meili Construction.- Curt Melli (e-mail) Meili Construction - Curt Dawson (e-mail) Bergsund Delaney Architecture & Planning (e-mail) Hohbach-Lewin Structural Engineers (e-mail) City of Springfield Attachment: approximate test locations sketch MLM:sc This report and/or enclosed test dilla isthe'confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,'infonnation contained herein shall not be reproduced in part of full and/or any part thereofbe disclosed without FE! Testing & Inspection. Inc.'5 written authorization. 750 NW Cornell Avenue' CavaIIis, Ongon 97330' phooe(541) 757-4698 . fux(541) 757-2991 29540BAirportRoad' Eugene, 0reg0097402 'phone(541)684-3849' fux(541)684-3851 63050 COIporatePlace, Suite 2 . Bffie!, Oregon 97701' phone (541) 382-4844' fux (541) 382-4846 SfE} . (\ 0 Geotechnical & Construdion Services t 1- '4 l.O Approximate Test Locations Sketch. 11~'llllrt:41N.'~a.lI[llil.lflllll 750 NW Cornell Avenue Corvallis, OR 97330-4517 Phone: (541) 757-4698 Fax: (541) 757-2991 29540 B Airport Road Eugene, OR 97402 Phone: (541) 684-3849 Fax: (541) 684-3851 63050 Corporate Place, Suite 2 Bend, Oregon 97701 . Phone: (54.1) 382-4844 Fax: (541) 382-4846 )j,,}v- 5'"+ A-D+-S Project Number '26 1-?- z 2.t. Project Name As-ter s+ AfarflV'U\ ts Client S+- V:l\uAi- {J-e.... f"L.A~' Contractor ;1'1 e.-: L'- Project Manager' ,7 i/ r -I- b a ~I <,,, "'- Date I ' I'ff NW . IIfCr -I- (f1.lfi J ~ 11- 7-- -:fIJ r r .. ';', ~ ~ C> \" DISTRIBUTION: 1. Proj. Mgr. By: PAGE .of PAGES ~ 2. File Title: