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Home My WebLink AboutBuilding Field Test & Inspection Report 2014-1-21 FEI Page 1 of 1 IFS17166INSPR77011,fr. Field Density Test Results - ASTM D 2922 Client: Ms. Julie Daniel Project: BRING Recycling-Ph. 3 Date: 01-21-14 BRING Recycling Center 4466 Franklin Blvd. Project No.: 2137202 4466 Franklin Blvd. Eugene, Oregon Report No.: E-35938 Eugene, Oregon 97403 BP No.: 811-SPR2014.00095 MOISTURE/DENSITY DATA: AASHTO T 99-Max. Dry Density 128.8 pcf, Optimum Moisture 11.5%. M/D information obtained from our sample no. 2411 dated 01-21-14 for 3/4'-0 crushed gravel (W Ildlsh). • Approximate Wet Compaction Test Approx. Density Percent Dry Density Percent Requirement Location Elev. (poi) Moisture (pcf) Compaction (percent) Slab Area near lines 3.5A.2 FG 137,6 4.7 131.4 100+ 95 near lines 1.5A.2 FG 133.5 4,6 127.6 99 95 near lines 1.5A.8 FG 132.8 4.4 127.2 99 95 near lines 3.5A.8 FG 139.9 4.9 133.4 100+ 95 Fooling at 1B FO 130.4 4.8 124.5 97 95 at 38 FG 131.5 5,1 125.1 97 95 at 2A FG 128.8 5.3 122.3 95 95 at 3A FG 128.8 5.4 122.2 95 95 Tests performed at finished grade of base rock under building pad. Remarks: Scott(Wildish)was advised of on-site results. Reviewed By: Michael L. Meyer, Technical Manager c: Wildish Building Co.-Scott Rogge Wildish Building Co--Cohn Cunningham TBG Architects -Ben Rippe Kpff Engineers-Carole Knapel BRING Recycling-Larry Levison City of Springfield-Robert Castile Attachment-Moisture-Density Relationship Test figure (1 page) MLM:tu:aw 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 8 Inspection,Inc.'s written authorization. 750 NW Connell Avenue Corvallis,Oregon 97330•phone(541)757-4898•fax(541)757-2991 29540 B Airport Road•Eugene.Oregon 97402•phone(541)684.3849•fax(541)6843851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382.4844•fax(541)382-4846 4_, MOISTURE DENSITY RELATIONSHIP TEST 140 I I I I I I I I_ . I I I.— I 135 1 I — — I I I II I I I I I . I _ I I 130 I in 1 _ _ I I I— I .�� c z II 1 125 I 120 I I --- 1 II I I 1 -- - I I i I I I_- I I I 115 11 1 I IJ F 1 I 5 7 9 . 11 13 15 17 Water content, % Test specification: AASIITO T 99 Method D Standard Elev/ Classification Nat. Y> % Depth USCS AASHTO Moist. SP.G. LL PI 3/4 in. No.200 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 128.8 pcf 3/4"-0 crushed gravel Optimum moisture= 11.5 % Project No. 2137203 Client: BRING Recycling • Remarks: Project: BRING Recycling Ph.3 Sample was obtained by FEI representative Date: 01.21.14 from in-place material on 01-21-14. o Source: Wildish Sand&Gravel Sample No.: 2411 MOISTURE DENSITY RELATIONSHIP TEST FEI Testing & Inspection, Inc. Corvallis, OR Figure 1 FEI Page 1 of 1 IESONSEINSPECIION,uc Daily Field Report c 04&."'v.il A Ceaskuroi.,Aft-4-66 Client: Ms. Julie Daniel Project: BRING Recycling—Ph. 3 Date: 01-27-14 BRING Recycling Center 4466 Franklin Blvd. Project No.: 2137202 4466 Franklin Blvd. Eugene,Oregon Report No.: E-35951 Eugene, Oregon 97403 Inspector: A. Fenstermacher ID No.: 5258882-49 (ICC) Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: ❑ Contractor: CCC BP No.: 811-SPR2014-00095 Periodic Inspection: Performed inspection on the reinforcing steel for eight (8) column footings. Reinforcing steel was checked for size, grade, quantities, locations, ties, clearances and supports. Anchor bolls were checked for size, quantity and embedment, and were secured in-place with templates. Observed the placement of twenty (20) cubic yards of Eugene Sand & Gravel's 3,000-ps1 concrete (mix 4313068). Concrete was placed directly from truck and was mechanically consolidated. Cast one (1) set of five (5)4"x 8"compressive-strength cylinders. Test results are listed below: • Slump: 5 1/4"; concrete temperature: 55° F; ambient temperature: 36° F. Notified Shawn (CCC)of on-site results. To the best of our knowledge, the work inspected was in accordance with plans dated 10-15-12 and applicable workmanship provisions of the IBC, except if noted above. Reviewed By: Michael L. Meyer, Technical Manager c: Wildish Building Co.—Scott Rogge Wildish Building Co.—Colin Cunningham TBG Architects—Ben Rippe Kpff Engineers—Carole Knape/ BRING Recycling—Larry Levison City of Springfield—Robert Castile MLM:aw • 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. At such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8 Inspection.Inc.'s written authorization. 750 NW Cornell Avenue Corvallis,Oregon 97330•phone(541)757-4898 fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)684-3851 • 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)3824846 • • Page 1 of 1 TfSTIMINSPfCTI011 or p.r,t.h.,.al seon,,.°,t,°°:°,.,<:, Geotechnical&Construdion Services Daily Construction Report Client: Ms. Julie Daniel Project: BRING Recycling—Ph. 3 Date: 01-14-14 BRING Recycling Center 4466 Franklin Blvd. Project No.: 2137202 4466 Franklin Blvd. Eugene, Oregon Report No.: E-35849 Eugene, Oregon 97403 Inspector: M. Meyer ID No.: - Inspection of: Sitework Weather: Partly Cloudy/51° Continuous Inspection: D Contractor: Wildish Building B.P. No. 811-SPR2014-00095 Periodic Inspection: 21 Met on-site with Scott Rogge (WBC) to observe exposed subgrade soil conditions in the proposed building 5 slab area and to observe conditions around the old septic tank that was encountered near the southwest building corner. In order to ascertain stability, a proofroll was conducted using a loaded double axle dump truck weighing approximately 50000 lbs. The materials appear relatively stable under load with the following exceptions: soft deflecting areas were identified along the existing building; around the septic tank; near the proposed northwest building corner (possible previously excavated test pit for geotechnical report) and at two (2) locations along the south side building line. Recommended unstable areas be over-excavated to firm, stable material prior to placing crushed rock base. Also, discussed options for septic tank area. Mr. Rogge is to contact owner regarding complete removal of tank and surrounding soft soil. Prior to leaving site, suggested that constructing temporary thickened truck travel lanes be considered to prevent disturbance to subgrade soils during excavation and footing construction operations. Mr. Rogge was asked to notify our office when additional services are needed. Reviewed By: Michael l L. Me er Technical Manager c: Wildish Building Co. —Scott Rogge(email) Wildish Building Co. —Colin Cunningham (email) TBG Architects—Ben Rippe (email) Kpff Engineers—Carole Knapel (email) BRING Recycling— Larry Levison (email) City of Springfield— Robert Castile (email) • 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 snail not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8 Inspection,Inc.'s written authorization. 750 NW Cornell Avenue•Cavallis,Oregon 97333•phone(541)757-4698.fax(541)7572991 29540 B Areal Road'Eugene,Oregon 97402•phone(541)6843849•fax(541)684-3851 62979 NE Plateau Drive,Suite 3'Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846 •