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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-3-22 . . ./ (... I~""" . ~Irt _ Geotechnical & Construction Servires Compressive Strength of Concrete (ASTM C 39) 11:"II/lI'1;'II.~~UlllJIW CLIENT Ms. Silva Sullivan Chambers Development Co. 2295 Cobur9 Road Suite 200 Eugene, Oregon 97401 PROJECT B.P. NO. Sports Way Business Park - Ph. 2 3783 International Way Springfield, Oregon C-06-01357 DATE PROJECT NO. REPORT NO. 03-22-07 2077031 5024 DATE CAST 02-22-07 CAST BY R. Marjama DATE RECEIVED 02-23-07 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 6" x 12" STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG PRODUCT CODE 2144 CEMENT MAX SIZE AGG. 3/4" ADDITIVES AIR CONTENT LOAD NO. 1 TICKET NO. 315945 SLUMP 41/4" CONCRETE TEMP 56' F YARDAGE 6.0 OF 6.0 TIME 1:20PM AIR TEMP 42' F WEATHER Rain SPECIMEN STORAGE ASTM C31 POUR LOCATION Eievator pit slab. AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE" 03-01-07 7 28.18 28.7 76900 2730 8:30 AM B 03-22-07 28 28.09 28.6 129900 4620 9:00 AM B 03-22-07 28 28.09 28.7 125800 4480 4550 9:05 AM C Hold .. A-Cone B - ConelSplit C.Cone Shear O-Shear E-Columnar REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results. Reviewed By: ~e:rM~ T echnicaJ Manager c: Chambers Construction - Brian Erickson (e-mail) Eric Hall Architects - Steven CholAnnette Rohde (e-mail) Endex Engineering - (e-mail) Eugene Sand and Gravel City of Springfield MLM:jw This report and/or enclosed lest 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. 700 NN ComeIi Avenue' CavaJlis, Oegon 97330, phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirpcrt Road . Eugene, Oegon 97402, phone(541)684-J849' fax(541)684.J851 -- ~ l n';e;'.,lnjbnl1illion 1:!'~11 .ToBuild On I!nglneerlng . Con.uItIng . re.tlng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 tax Client: Address: Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 Project No.: Project: Project Location: Equipment: 722-70018-23 Sports Way Business Park Phase II Springfield,Oregon Troxler: 3430 SN: 30203 Date Performed: P.O. No.: B.P. No.: Technician: March 22, 2007 02-00818-01 Ray Aliperti Laboratory Soil / Aggregate Data: Moisture Density Relationship of 134 IbsJcu.fl., at 10% moisture, was furnished by client (3/4" - 0) river rock from Egge Sand and Gravel. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 570 OS 2340) . Test No. Approximate Test location Footing Backfill Approximate Test Probe Wet Density Dry Density Elev. Depth LBS/CU.FT. lBS/GU.FT. Percent Percent Required Moisture Compaction Compaction Comments A-6 al 8:30 -4' 8" 139.7 128,4 8.8 95.8 95% 2 A-5 al 8:30 -4' 8" 138.1 128.8 7.2 96.1 95% 3 A-6 al 10:30 -2' 8" 142.9 132.2 8.1 98.7 95% 4 A-5 al 10:30 -2' 8" 142.5 132.2 7.8 98.7 95% 5 A-6 al 12:30 -1' 8" 141.5 131.6 7.6 98.2 95% 6 A-5aI12:30 -1' 8" 142.7 132.1 8.0 98.6 95% 7 A-6 al 3:30 FRG . 8" 147,4 135.6 8.7 100+ 95% 8 A-5 al 3:30 FRG 8" 137.9 129.3 6.7 96.5 95% Tests performed at finished grade and below finished grade of base rock and fill material in the footing locations listed above. Test results were reported to Dave Krull with Chambers Construction and Tucker with Egge Sand and Gravel. Respectfully Submitted, Professional Service Industries, Inc. . c: City of Springfield Eric Hall Architects - Eric Hall Endex Engineering -Dave Morris Chambers Construction - Brian Erickson ~~ Josepph Vardner, EIT Department Manager tHIS REPORT IS PRO\'lDED FOR THE INFORMA TlON OF THE CliENT ONL Y. THE REPRooucnONOF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY "'EANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE IfJDUSTRIES. In'ti:!-;lfnjoI71Ullion ,.,~. .To Build On 2ng/neerlnr1 . Con.u/tlng . -ng ," FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Address: Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 Project No.: Project: Project Location: Equipment: 722-70018-17 Sports Way Business Park Phase II Springfield,O'regon Troxler: 3430 SN: 31527 ./ 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649. (541)746-7163 tax Date Performed: February 6, 2007 "Revised March 22, 2007 02-00818-01 Anthony Deluca B.P. No.: Technician: Laboratory Soil / Aggregate Data: Moisture Density Relationship of 134 Ib5JCU.ft., at 10% moisture, was furnished by supplier Egge Sand and Gravel (3/4" - 0) (ASTM 01557). Field Density Tests: I Test No. I I I Wet Density LBS/CU.FT. Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 662 DS 2336) Approximate Test location Footings Approximate Test Elev. Probe Depth 1 A 7 -3' 10" 140.3 2 A8 -3' 10" 137.1 3 B 8 -3' 10" 139.7 4 B 7 -3' 10" 135.6 5 C 8 -3' 10" 135.2 6 C 7 -3' 10" 135.8 Tests performed at finished grade and below finished grade of base rock in the footing locations I sted above. Test results were reported to Will with Egge Sand and Gravel and Dave with Chambers Development. Remarks: IR 0022 DDV; 1 st lift placed on lines 7 and 8 was 1 1/2 to 2 feet thick. The contractor stated this was for safety in the footing trenches. c: City of Springfield Eric Hall Architects - Eric Hall Endex Engineering -Dave Morris Chambers Construction - Brian Erickson Dry Density Percent Percent Required LBS/CU.FT. Moisture Compaction Compaction 131.3 6.9 98.0 95% 128.8 6,4 96.1 95% 130.5 7.0 97,4 95% 128.0 7.1 95.5 95% 127.5 6.1 95.2 95% 127.2 6.8 95.0 95% Respectfully Submitted, Professional Service Industries, Inc. ~,~ Department Manager . Comments . THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED wtrHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. I~r"'~ ..., ... . 11:"IIIII'1;"hl~"'I~UIIIJ1I1W! CLIENT . . / G,,^,~cJ " ,;ca1 & Construction Servires Compressive Strength of Concrete (ASTM C 39) Ms. Silva Sullivan Chambers Development Co. 2295 Coburg Road Suite 200 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE 03-21-07 04-11-07 04-11-07 Hold AGE (DAYS) 7 28 28 PROJECT DATE PROJECT NO. REPORT NO. Sports Way Business Park - Ph. 2 3783 International Way Springfield, Oregon C-06-01357 03-21-07 2077031 5047 B.P.NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT 5 TICKET NO. 316797 SLUMP 33W 650 F YARDAGE 9.5 OF 140.0 TIME 12:40 PM 58~ F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31 Brace frame footings - B1.5; 1.56.5; C1.5; B4.5; 4.5B.5; C4.5; 6B.5; B7.5; 7.5B.5 and C7.5. Elevator pit stem walls centered at lines 5.8 6.2. 03-14-07 3000 psi 3000 psi 144 CAST BY 03-15-07 6" x 12" ESG 3/4" R. Marjama SACKS CEMENT AREA (IN.'! 28.09 COMPRESSIVE STRENGTH (PSIl 2760 AVERAGE STRENGTH (PSIl TYPE OF FRACTURE" D TIME OF TEST 7:30 AM WEIGHT (LBS) 27.9 TOTAL LOAD (LBS) 77500 .. A - Cone B - Cone/Split C . Cone Shear 0 . Shear E - COlumnar REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results. Reviewed By: (i~!!:? Technical Manager c: Chambers Construction - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-mail) Endex Engineering - (e-mail) Eugene Sand and Gravel City of Springfield MLM:jm ThiS report and/or enclosed lest 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 andlor any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 7ffJ NVV Con1eI Avenue' CorvaIfls, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402 . phone (541)684.J849 . fax (541) 684-3851 .1 T,F, .. ...~. lnjOrmatlOn I",,,. .To Build On Engineering . Consulting. Thsting DAILY FIELD REPORT . /' Date Performed: March 21, 2007 Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 Report Number: 722-70018-21 Client: Project Name: Sports Way Business Park Phase II Springfield, Oregon Project Location: B.P. No.: Type of Inspection: 02-00818-01/C6-1357 Soils Observation Weather; Cloudy Field Observations and Comments As requested, met on-site with Chambers Construction and Egge Sand and Gravel representatives to observe foundation footing excavations for the proposed buildings at the following locations: A,7 at 5, A,7 at 6, and A from 5 to 6. All excavations were performed using a Hitachi 270LC excavator with a smooth bladed bucket and all excavated soils were hauled off site. The relalively undisturbed soils at the base of the excavations visually appeared to be native clayey siltslsandy silts as described in our geotechnical report dated September 25, 1998. Depth of excavations ranged from 6 to 7 feet below adjacent finished rock grade. Also performed compaction testing on the crushed rock placed under the proposed footings mentioned above as well adjacent to other footings that have already been poured. Results of those tests will be reported under separate cover. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Code. Inspector: Ray Aliperti If you have any questions regarding this report, please feel free to contact us at 541-7 46-9649. Respectfully Submitted, Professional Service Industries, Inc. 9~ Joseph Vardner, EIT Department Manager c: City of Springfield Eric Hall Architects-- Eric Hall Endex Engineering-- Dave Morris Chambers Construction-- Brian Erickson THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONt V. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Industries, Inc.. l04O-A Shelley Street- Springfield, OR 97477. Phone 541n46.9649. Fax 541n46-7163 1 Gridline C-1.5 2' 6FG 10" 143.8 135.2 2 Gridline 6-1.5 2' 6FG 10" 141.0 131.0 3 Gridline C.5-7.5 FG 10" 145.9 134.3 4 Gridline 6-7.5 FG 10" 144.6 134.1 Tests performed at finished grade and below finished grade of base rock and fill material in the footing locations listed above. Test resulls were reported to Tucker with Egge Sand and Gravel. Respectfully Submitted. Professional Service Industries, Inc. In r;llnjormatioll lfl~. .To,suild 011 I!nflIneerlng . c-uttIn9 . n..ttng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Address: Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 722-70018-20 Sports Way Business Park Phase II Springfield,Oregon Troxler: 3430 SN: 30203 Project No.: Project: Project Location: Equipment: Date Performed: P.O. No.: B.P. No.: Technician: Laboratory Soil / Aggregate Data: Moisture Density Relationship of 134IbsJcu.ft., at 10% moisture, was furnished by client (3/4" - 0). Field Density Tests: I Test No. I Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 662 OS 2338) Wet Density I Dry Density Percent LBS/CU.FT. LBS/CU.fT. Moisture Approximate Test location Footings Approximate Test Elev. Probe Depth 6.3 7.6 8.6 7.8 ("" 1 040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 tax March 20, 2007 02-00818-01 Mike Wright . Percent Compaction Required Compaction Comments 100.9 97.8 100.2 100.1 95% 95% 95% 95% c: City of Sprin9field Eric Hall Architects - Eric Hall Endex Engineering -Dave Morris Chambers Construction - Brian Erickson ~~ ~h Vard~er, EIT Department Manager . THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT DNL Y. THE REPRODUCTION OF THIS REPORT BY ANY ME:THOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. I~"'" ~Irt _ 11:"IIIII"UIl~1~:'lllh't1U! CLIENT . . / Geotedinical & Construction Services Compressive Strength of Concrete (ASTM C 39) Ms. Silva Sullivan Chambers Development Co. 2295 Coburg Road Suite 200 Eugene, Oregon 97401 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED TEST DATE 03-19-07 04-06-07 04-06-07 Hold AGE IDAYS) 10 28 28 PROJECT Sports Way Business Park - Ph. 2 3783 International Way Sprin9field, Oregon C-06-01357 DATE PROJECT NO. REPORT NO. 03-19-07 2077031 5038 B.P. NO. 03-09-07 CAST BY R. Ma~ama DATE RECEIVED 03-10-07 3000 psi SPECIMEN SIZE 6" x 12" 3000 psi SACKS SUPPLIER ESG 144 CEMENT MAX SIZE AGG. 3/4" 5% AEA AIR CONTENT 3.8% 2 TICKET NO. 316580 SLUMP 33/4" 60" F YARDAGE 11.0 OF 63.0 TIME 12:00 PM 55" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Continuous footings: on line A, from 6.8 to 8; on A, from 1 to 4; on 1A to B; on 1, from C to D; on 8, From A to B; on 8, from C to D and on D7 to 8. Column pad footings: at B2, B3, B4, B7, C2, C3, C4 and C7. Pad footing on line C2. AREA (IN.') 27.99 AVERAGE STRENGTH IPSIl TYPE OF FRACTURE"' D WEIGHT (LBS) 28.0 TOTAL LOAD (LBS\ 81900 COMPRESSIVE STRENGTH (PSIl 2390 TIME OF TEST 8:05 AM .. A - Cone B - Cone/Split C. Cone Shear D. Shear E - Columnar REMARKS: Dave Krull (Chambers Construction Co.) was advised of on-site test results. Reviewed By: M~e'17~e~ Technical Manager c: Chambers Construction - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-mail) Endex Engineering Eugene Sand and Gravel City of Sprin9field MLM:jw This report andlor 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, 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 rwv ComeIIAvenue' Cavallis, <Xegon 97330, phone (541) 7574698, fax (541) 757-2991 29540 BAirportRoaci. Eugene, <Xegon97402' phone (541)684-3849 . fax(541)684--3851 . . / I~"PI ~Itt Page 1 of 1 1I~'ltml;t1I.'~I'1111l1IW!!I Geotechnical & Construction Servires Daily Field Report Client: Ms. Silva Sullivan Project: Chambers Development Co. 2295 Coburg Road Suite 200 Eugene, Oregon 97401 Sports Way Business Park-Ph.2 3783 International Way Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 03-14-07 2077031 E-15709 E. Marjama 5235029-48 Inspection of: Reinforced Concrete Contractor: Chambers Construction Weather: Partly Cloudy BP No.: C-06-01357 Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for brace frame footings designated B1.5, 1.5B.5, C1.5, b4.5, 4.5B.5, C4.5, 6B.5, B7.5, 7.5B.5, C7.5 and stem walls for elevator pit centered at 5.8B.2. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire and supported above grade with dobie blocks. Observed the placement of 140.0 cuJyds. of Eugene Sand and Gravel's 3000 psi concrete (Mix 144) in areas listed above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 6" x 12" concrete test cylinders. Dave Krull (Chambers Construction) was notified of on-site test results: slump 3 3/4"; concrete temperature 65F; air temperature 58F. Mr. Krull was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 01-22-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: A. --;(. fJur- Michael L. Meyer Technical Manager c: Chambers Construction - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-mail) Endex Engineering - (e-mail) City of Springfield MLM:jw This report andlor enclosed test data is the confidential property of the clienllo whom it is addressed and pertains 10 the specific process andlor material evaluate.d. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FE' Testing & Inspection, Inc.'s written authorization. 7f:IJ tf,fIJ ComeII Avenue. CoIvaIIis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 BAiJportRoad' Eugene, Oregon 97402, prone (541)684-3849 . fax (541)684-3851 . . / GfE) Page 1 of 1 11:"III'II'l;.II.'~:lIIW.m. Geotechnical & Construction Services Report of Inspection Services WeldinQ/HiQh-StrenQth BoltinQ Client: Ms. Silva Sullivan Chambers Development Co. 2295 Coburg Road Suite 200 Eugene, Oregon 97401 Project: Sports Way Business Park-Ph. 2 3783 International Way Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: o 3-09-0 7 2077031 E-15682 C. Walpole 01040131 AWS CWI Field: 0 Inside C-06-01357 Inspection of: Fabricator or Erector: Contractor: Welding Metal-Some Fabrication Chambers Construction Co. Shop: Ii'I Weather: BP No.: Performed visual inspection on the following fabricated structural steel anchor bolt embeds: (4) 2A, (4) 2B, (2) 2C, (2) 2D, (3) 2F, 2H, (2) 2K, 2M, 2P, 2T and 2V. Prior to inspection, reviewed shop drawings, welding procedures and welder certifications for E71T-7 F.CAW. process. Completed welds were checked for size, length, profile and location. Fabricator was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with shop drawings and applicable AWS 01.1 code, except if noted above. 7;//ilA- Dale A. Webber Structural Steel Supervisor c: Chambers Construction Co. - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-mail) Endex Engineering - (e-mail) City of Springfield DAW:jw This report and/or enclosed lest 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 shal1'nol be reproduced in part or full and/or any part thereof be disclosed without FEI Te~ting & Inspection, Inc.'s written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 7574698, fax (541) 757-2991 2954D BAirport Road' EUgene, Oregon 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 . . I~t"~ ~ ...., ...1 / Page 1 of 1 Geotechnical & Construction Services Daily Field Report II:'" II ~ lrt:4 hi.' ~~'IlIJ~ Illl!lI Client: Ms. Silva Sullivan Project: Chambers Development Co. 2295 Coburg Road Suite 200 Eugene, Oregon 97401 Date: Project No.: Report No.: Inspector: 10 No.: Sports Way Business Park-Ph.2 3783 International Way Springfield, Oregon Inspection of: Reinforced Concrete Contractor: Chambers Construction Weather: Overcast BP No.; C-06-01357 Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for continuous footings on line A, from 6.5 to 8, on A, from 1 to 4, on 1, from A to B, on 1, from C to D, on 8, from A to B, on 8, from C to D, on D, from 1 to 8; column pad footings at lines B2, B3, B4, B7, C2, C3, C4 and C7. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire and supported above grade with dobie blocks. Observed the placement of 63.0 cuJyds. of Eugene Sand and Gravel's 3000 psi concrete (Mix 144) in areas listed above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 6" x 12" concrete test cylinders. Dave Krull (Chambers Construction) was notified of on-site test results: slump 3 3/4"; concrete temperature 60F; air temperature 55F; air content 3.8%. Mr. Krull was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 01-22-07 and applicable workmanship provisions of the LB.C., except if noted above. Reviewed By: A.t.r Michael L. Meyer Technical Manager c: Chambers Construction - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-mail) Endex Engineering - (e-mail) City of Springfield j MLM:jw This report andlor 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, information contained herein shall not be reproduced in pan or full andlor any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 700 rwv ComeIIAvenue' CavaUis, Oregon 97330, phone (541) 757-4698 . fax(541)757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684.J849 . fax (541) 684J851 03-09-07 2077031 E-15679 E. Marjama 5235029 I?~c M ~/t/~ '4,p < 0 D /WQl . . / ~r"'~1 ~I .. ii:11Iil.'t:4!"'''''''''iIIil!I Geotechnical & Construction Services Page 1 of 1 Report of Inspection Services Weldinq/Hiqh-Strenqth Boltinq Client: Ms. Silva Sullivan Chambers Development Co. 2295 Coburg Road Suite 200 Eugene, Oregon 97401 Project: Sports Way Business Park-Ph. 2 3783 International Way Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 03-09-07 2077031 E-15676 D. Webber 93050801 AWS CWI Field: 0 Inside C-06-01357 Inspection of: Fabricator or Erector: Contractor: Welding Gibson Steel Chambers Construction Co. Shop: 6!l Weather: BP No.: Performed visual inspection on the following fabricated structural steel mechanical pit components: beams - 20A, 21A, 21B, 21C, 22A, 22B, 22C, 23A, 23B, 23C, 23D and 26A; ledger angle - 24B, 25A and 25B. Completed welds were checked for size, length, profile and location. Fabricator was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with shop drawings and applicable AWS D1.1 and D1 A codes, except if noted above. Reviewed By: Jli/# Structural Steel Supervisor c: Chambers Construction Co. - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-mail) Endex Engineering - (e-mail) City of Springfield If DAW:jw This report andlor 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, 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. 750 NW Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road. Eugene, Oregon 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 . . / {)fEI Page 1 of 1 11~'Wlll;411~':lUIIII~1ll1!I Gootechnical & Construction Servires Daily Field Report Client: Ms. Silva Sullivan Project: Chambers Development Co. 2295 Coburg Road Suite 200 Eugene, Oregon 97401 Sports Way Business Park-Ph.2 3783 International Way Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 03-02-07 2077031 E-15625 E. Marjama 5235029 Inspection of: Reinforcing Steel Contractor: Chambers Construction Weather: Overcast BP No.: C-06-01357 Continuous Inspection: 0 Periodic Inspection: Ii'l Performed inspection on the reinforcing steel at the following locations: perimeter continuous footings on line A, from 1 to 4, on A, from 6.5 to 8, on 1, from A to 0, on 8, from A to 0, on 0, from 1 to 8; pad footings at lines 1A, 1B, 1C, 10, 2A, 2B, 2C, 20, 3A, 38, 3C, 3D, 4A, 48, 4C, 40, 50, 60, 7A, 78, 7C, 70, 8A, 88 8C and 80; elevator pit centered at 8.25.7; brace frame footings designated on plans 81.5, 1.58.5, C1.5, 84.5, 4.58.5, C4.5, 87.5, 7.58.5 and C7.5. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire and supported above grade with dobie blocks. Anchor bolts for column base plates have not yet been installed at pad footings. A final inspection will be performed prior to concrete placement. Dave Krull (Chambers Construction) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 01-22-07, Farwest Steel plans dated 02-15-07 and applicable workmanship provisions of the 1.8.C., except if noted above. Reviewed 8y: A,'X'.~ Michael L. Mey{/r - Technical Manager c: Chambers Construction - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-mail) Endex Engineering - (e-mail) City of Springfield MLM:jw This report andlor 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. 7E1JNN ComeIIAVenue' Cavallis, Oegon 97330. phone (541) 757-4698 'fax(541)757-2991 29540 BAirpat Road, Eugene, Oegon 97402, phone (541) 684-J849 . fax (541 )684-3851 . . / ''''''rr~ . ~I ... . Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) 11~'"IUI:'II.'~:11I1J11W!1 CLIENT Ms. Silva Sullivan Chambers Development Co. 2295 Cobur9 Road Suite 200 EUgene, Oregon 97401 PROJECT Sports Way Business Park - Ph. 2 3783 International Way Springfield, Oregon C-06-01357 DATE PROJECT NO. REPORT NO. 03-01-07 2077031 5024 B.P. NO. DATE CAST 02-22-07 CAST BY R. Marjama DATE RECEIVED 02-23-07 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 6" x 12" STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG PRODUCT CODE 2144 CEMENT MAX SIZE AGG. 3/4" ADDITIVES AIR CONTENT LOAD NO. 1 TICKET NO. 315945 SLUMP 41/4" CONCRETE TEMP 56' F YARDAGE 6.0 OF 6.0 TIME 1:20PM AIR TEMP 42' F WEATHER Rain SPECIMEN STORAGE ASTM C31 POUR LOCATION Elevator pit slab. TEST DATE 03-01-07 03-22-07 03-22-07 Hold AGE (DAYS) 7 28 28 AREA (IN') 28.18 WEIGHT (LBS) 28.7 TOTAL LOAD (LBS) 76900 COMPRESSIVE STRENGTH (PSIl 2730 AVERAGE STRENGTH (PSIl TIME OF TEST 8:30 AM TYPE OF FRACTURE" B .. A . Cone B - Cone/Splil C - Cone Shear D - Shear E - Columnar REMARKS: Dave Krull (Chambers Construction) was advised of on-site test results. Reviewed By: C!~a~'1:r Technical Manager c: Chambers Construction - Brian Erickson (e-mail) Eric Hall Architects - Steven Cho/Annette Rohde (e-maii) Endex Engineering - (e-mail) Eugene Sand and Gravel City of Springfield MLM:jw This report and/or enclosed test dala is the confidential property of the client to whom it is addressed and pertains to the specific process andlor 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. 7fIJ NoN CaneD Avenue. CavaJrIS, O'egm 97330, phme(541) 757-4698, fax (541) 757-2991 29540 BAirpalRoad' Eugene, O'egm 97402. phme(541)684-3849 . fax (541)684.J851 l '"' ~ ;llnjomwtion ,,~. .To Build On 6Iglnaerlng . eon.vItIng . TMtIng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Address: Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 Project No.: Project: Project Location: Equipment: 722-70018-18 Sports Way Business Park Phase II Springfield,Oregon Troxler: 3430 SN: 31527 Date Performed: P.O. No.: B.P. No.: Technician: / 1040 . A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 tax February 7, 2007 02-00818-01 Anthony Deluca Laboratory Soil / Aggregate Data: Moisture Density Relationship of 134IbsJcu.ft., at 10% moisture, was furnished by supplier Egge Sand and Gravel (3/4" - 0) (ASTM 01557). Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 662 OS 2338) I Approximate Test location Approximate Test Probe Wet Density Dry Density Percent Test No. Footings Elev. Depth LBS/CU.FT. lBS/CU.FT. Moisture I 1 A 7 FRG 10" 139.0 129.4 7.4 I 2 A 8 FRG 10" 140.1 130.4 7.4 I 3 B 8 FRG 10" 141.2 132.7 6.4 I 4 B 7 FRG 10" 140.9 133.0 6.0 I 5 C 7 FRG 10" 141.4 131.7 7.3 I 6 B6 FRG 10" 141.4 132.0 7.1 I 7 C 6 FRG 10" 136.5 129.4 5.5 Tests performed at finished grade and below finished grade of base rock in the footing locations listed above. Test results were reported to Will with Egge Sand and Gravel. c: City of Springfield Eric Hall Architects - Eric Hall Endex Engineering -Dave Morris Chambers Construction - Brian Erickson Percent Compaction 96.6 97.3 99.0 99.2 98.3 98.5 96.5 . Required Compaction 95% 95% 95% 95% 95% 95% 95% Comments Respectfully Submitted, Professional SefYice Industries, Inc. . fHIS REPORT IS PRm'IDED FOR THE INFORMA nON OF THE CLIENT ONl Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. Jennifer Tran Department Manager L .... r- ;ZInjonnation II"". .To Build On eng~ . c-.JtIng . n..ftng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Address: Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 Project No.: Project: Project Location: Equipment: 722-70018-17 Sports Way Business Park Phase II Springfield,Oregon Troxler: 3430 SN: 31527 ,,/ 1040 - A Shelley Street Springfield, Oregon 97477 (541)746.9649 - (541)746.7163 tax Date Performed: P.O. No.: B.P. No.: Technician: February 6, 2007 02-00818-01 Anthony Deluca Laboratory Soil / Aggregate Data: Moisture Density Relationship of 134IbsJcu.ft., at 10% moisture, was furnished by supplier Egge Sand and Gravel (3/4" - 0) (ASTM 01557). Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 662 DS 2336) I Test No. I 1 A 7 .3' 10" 140.3 I 2 A 8 .3' 10" 137.1 I 3 B 8 .3' 10" 139.7 I 4 B 7 -3' 10" 135.6 I 5 C 8 -3' 10" 135.2 I 6 C 7 .3' 10" 135.8 Tests performed al finished grade and below finished grade of base rock in the footing locations listed above. Test results were reported to Will with Egge Sand and Gravel and Dave with Chambers Development. Remarks: IR 0022 DDV; 1st lift placed on lines 7 and 8 was 1 1/2 to 2 feet thick. The contraclor stated this was for safety in the footing trenches. Approximate Test Location Footings Approximate Test Elev. Probe Depth Wet Density LBS/CU.FT. c: City of Springfield Eric Hall Architects - Eric Hall Endex Engineering -Dave Morris Chambers Construction - Brian Erickson Dry Density Percent Percent I Required LBS/CU.FT. Moisture Compaction Compaction 131.3 6.9 98.0 95% 128.8 6.4 96.1 95% 130.5 7.0 97.4 95% 128.0 7.1 95.5 95% 127.5 6.1 95.2 95% 127.2 6.8 95.0 95% Respectfully Submitted, Professional Service Industries, Inc. ~f,~ Oran Department Manager . Comments . THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL /S PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESS/ONAL SERVICE INDUSTRIES. L rIri~.IInfonnation I:'~. To Build On .""" iIlr . Conl_ -1&... w......, FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 Project No.: Project: Project Location: Equipment: 722-70018-16 Sports Way Business Park Phase II Springfield,Oregon Troxler: 3430 SN: 27282 Address: ./ 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fa. Date Performed: P.O. No.: B.P. No.: Technician: February 6, 2007 02-00818-01 Ray Aliperti Laboratory Soil / Aggregate Data: Moisture Density Relationship of 134IbsJcu.ft., al10% moisture, was furnished by supplier Egge Sand and Gravel (3/4" - 0) (modified). . Test No. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 659 DS 2354) Comments Approximate Test Location Approximate Test Probe Wet Density Foollngs Etev. Depth LBS/CU.FT. 1 A.5at8 -11/2' 10" 139.1 2 A at 7 -1 1/2' 10" 136.7 3 8.5 at 7.5 FRG 10" 137.3 4 Cal8 FRG 10" 138.1 5 Cat 7 -2' 10" 134.0 6 Cat 7 -2' 10" 139.0 7 8 at 7 -1' 10" 140.3 8 Cat 6 -1' 10" 136.3 9 Cat 7 -1' 10" 137.6 Tests performed at finished grade and below finished grade of fill material in the footing locations listed above. Test results were reported to Will with Egge Sand and Gravel. Remarks: FRG = Finished Rock Grade c: City of Springfield Eric Hall Architects - Eric Hall Endex Engineering - Dave Morris Chambers Construction - Brian Erickson Dry Density Percant Percent Required LBS/CU.FT. Moisture Compaction Compaction 131.3 6.0 98.0 95% 127.5 7.2 95.1 95% 128.7 6.7 96.0 95% 127.9 8.0 95.4 . 95% 124.1 8.0 92.6 ., 95% 128.6 8.1 95.6 95% 129.6 8.3 96.7 95% 129.4 5.3 96.6 95% 129.1 6.6 96.3 95% Retest of #5 Respeclfully Submitted, Professional Service Industries, Inc. ~~? nnifer ran Depa ent Manager . , THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CUENT ONLY. THE REPRODUCOON OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED \NITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l rta ~ il1njomUltion ,,~. .To Build On btglneerlng . c-.ItlnrI . n:.tInrI FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Address: Chambers Development Ms. Silva Sullivan 2295 Coburg Rd. Ste. 200 Eugene, OR 97401 Project No.: Project: Project Location: Equipment: 722-70018-15 Sports Way Business Park Phase II Springfield.Oregon Troxler: 3430 SN:, 31527 ./ 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Date Performed: P.O. No.: B.P.No.: Technician: February 5, 2007 02.00818.01 Anthony Deluca Laboratory Soil / Aggregate Data: Moisture Density Relationship of 134Ibs.lcu.ft., at 10% moisture, was furnished by supplier Egge Sand and Gravel (3/4" - 0) (modified). . Field Density Tests: I Test No. Approximate Test location Footings Approximate Test Probe Elev. Depth Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 659 DS 2354) Comments Wet Density LBS/CU.FT. 141.6 140.0 138.4 136.9 139.4 137.5 135.9 136.3 136.8 139.5 138.3 137.8 139.1 140.0 140.4 138.8 141.3 138.2 139.0 1 A1 FRG 10" 2 A 2 -1' 10" 3 A 3 -1' 10" 4 A4 -1' 10" 5 A 5 -1' 10" 6 B 5 -1' 10" 7 B 4 -3' 10" 8 B 5 at 4.5 FRG 10" 9 C4 .1' 10" 10 C 5 FRG 10" 11 A2 FRG 10" 12 A 3 FRG 10" 13 A 4 FRG 10" 14 A 5 FRG 10" 15 B 4 -2' 10" 16 B 5 FRG 10" 17 C 4 FRG 10" 18 B4 -1' 10" 19 B4 FRG 10" Tests performed at finished grade and beiow finished grade of the iocal,ons listed above. Test results were reported to Will with Egge Sand and Gravel and Dave with Chambers Construction. Remarks: IR 0022 DDV. c: City of Springfield Eric Hall Architects. Eric Hall Endex Engineering -Dave Morris Chambers Construction - Brian Erickson Dry Density Percent Percent Required LBS/CU.FT. Moisture Compaction Compaction 131.4 7.8 I 98.0 95% 129.2 8.4 96.4 95% 127.6 8.5 ., 95.2 95% 127.1 7.7 95.0 95% 128.8 8.2 '> 96.1 95% 128.7 6.8 96.1 95% 127.3 6.7 -"! 95.0 95% 127.8 7.0 95.4 95% 126.9 7.8 C/ 95.0 95% 130.0 7.3 97.0 95% 127.5 8.5 If 95.1 95% 127.6 8.0 95.1 95% 130.3 6.8 1.,.97.2 95% 130.9 6.9 97.7 95% 132.1 6.3 .S"98.6 95% 128.9 7.7 96.2 95% 131.6 7.4 i.1 98.2 95% 128.8 7.3 96.1 95% 129.2 7.6 96.4 95% -= Respectfully Submitted, Professional Service Industries, Inc. ~e--r- ennifer ran Dep rnent Manager "- THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONt Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT III FULl IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROfESSIONAL SERVICE INOUSTRIES. .