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Home My WebLink AboutPermit Field Test & Inspection Report 2008-8-20 fJ l"~;lInformation fI~. .To Build On E, ..'~ , . .ling . Consulting. Testing DAILY FIELD REPORT Date Performed:, Client: August20,2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-42 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Buildin9 Permit No.: Type of Inspection: COM2008-00437 Reinforcing Steel & Concrete Forms P.O. No.: Weather: P0272-334-0809 Cioudy with Showers Field Observations and Comments Performed visual inspection of reinforcing steel and embeds at the following locations: 8" tilt up wall panel reinforcing in panel'#2, 6, 66 and 65, Reinforcing steel was checked for grade, size, lap. placement and clearances where applicable, Reinforcing steel was secured using tie wire and supported on concrete dobie blocks and plastic chairs. , Reinforcing steel was placed in accordance with 'approved design drawings and specifications with latest revisions ,dated 5/1/08. Contractor was asked to notify our office when additional services are ,needed, To the best of our knowledge, the work inspected above was in accordance with. the building department approved design, drawings, specifications and, applicable workmanship ~rovisions of the International Building Codes,. Inspector: Glenn Meeks Jr, ICC# 5071538-49 CCB #176269 , If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~s\fal Service Industries, Inc, DavidSmit~W~ Branch Manager c: Springfield School District - jsaracen@sps.lane.edu Miistead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane,edu 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. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. PrOfessi~nal Service Industries, Inc. .1Q40-A Shelley Street. Springfield, OR 97477. Phone 541(746-9649-. Fax 541(746-7163 .0-- L~~;lInfonnation ,.,..,. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: August 15, 2008 Springfield School District 525 Mill Street Springfield. OR 97477 Report Number: 722-80173-38 Project Location: Thurston Elementary School 7345 Thurston Road Springfield. Oregon Project Name: Building Permit No.: Type of Inspection: COM200S-00437 Reinforcing Steel & Concrete Forms & Embeds P.O. No.: Weather: P0272-334-0809 Clear Field Observations and Comments Performed visual inspection of reinforcing steel and embeds at the following locations: tilt panels 5, '1, 4, 3, 7, 58A, 6z, 61, and 2, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable, Reinforcing steel was secured using tie wire supported on plastic chairs. Reinforcing steel was placed in accordance with approved design' drawings, specifications, Meadow Burke Engineering dated 7/11/08 and embed shop drawings 5&6 dated 7/25/08 and with latest revisions dated 5/1108, Additional Comments: #5 check clearance and add embeds, #1 add embeds #7 inside face to have 2 #5 erection rebar and 3A embed, #61 add embeds, and #2 add 3A embeds. Contractor was asked to notify our office when additional services are needed. 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 Codes, Inspector: David Smith, ICC #0877340-88, OBOA# 442 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ofession~ S~ne~tries, Inc. David mith V ~(f.:,,,:J Branch Manager ,. c: Springfield School District - jsaracen@sps.lane,edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood,com Yolanda Bird - yolanda,bird@sps.lane.edu THIS REPORT IS PROVIDED FOR THE INFORMATION 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED Prof~ssional Service Ind~stries, Inc. . 1 040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 B. l..~ _ZIn/ormation ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: August 15, 2008 Springiield School District 525 Mill Street Springiield, OR 97477 Report Number: 722-80173-37 Client: Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P,O, No.: Shopl Field: Weather: P0272.334-0809 Shop Clear Field Observations and Comments Periormed continuous visual inspection of the following items: multiple pass fillet weldmentsfor part #3H-T. Fit-up of weld joints where inspected for workmanship, In-progress welding was m'onitored to the fabricators, FCAW welding procedure specifications. Weldmentswere inspected for size, len'gth, profile and 'locations. To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable AWS 01.1, 01,3.01 A codes, . 'Inspector: Chris McDonald, Certification #5298238-52 eCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746.9649, Respectfully Submitted, ~~nal Service Industries, Inc, DavidSmi~WJ Branch Manager c: Springfield School District - jsaracen@sps.lane,edu Milstead & Associates - angus@milstead,us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane.edu 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Ind~stries, Inc. .1040-A Sh~!Iey Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541f746-7163 >f l rf/j ~;lInfonnation ,.,..,. .To Build On Engineering. Consulting . Testing DAILY FIELD RE:PORT Date Performed: Client: August 11, 2008 Springfield School District 525 Mill Street Springfield,OP97477 Report Number: 722-80173-35 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: P0272-334-0809 Slab on Grade Reinforcing Steel & Reinforced Concrete and Concrete Forms Field Observations and Comments Performed visual inspection 6f reinforcing steel at the following locations: slab on grade reinforcing prior to piacement of concrete at gridlines A to D at 5 to 8 and D to E at 2.5 to 505. Also inspected footings at grid line A at 2 to 4.5 and A to B at 2 prior to placement of concrete, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire arid supported on concrete dobie blocks', Reinforcing steel was placed in accordance with approved design drawings and specifications with latest revisions dated 5/1/08, Performed visual inspection during placement of concrete in the locations listed above. Concrete was placed by tru'ck boom pump and mechanically consolidated, Cast tWo (2) sets of four (4) (4x8) concrete test cylinders. , Contractor was asked to notify our office when additional services are needed. ' 1)10<> of Material Set #1 Set #2 Supplier Knife River Knife River Mix # 40N15200 40N15200 Slump 2 3/4" 3 3/4" Air Content 1,7% 1.8% Ambient Temperature 61' 66' Material Temperature 73' 78' Time Placed 8:00 AM 10:30 AM Design Strength (psi) 4,000 4,000 ,Number of Samples 4 4 Total Yardage Placed 181 1/2 181 1/2 Inspector: Glenn Meeks Jr ICC# 5071538-49 CCB# 176269 P.O. No.: Type of Structure: Type of Inspection: Permit No.: Weather: COM2008-00437 Clear If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, tt~~\J(nn:;:~ies, Inc ~mit~ Branch Manager c: ,Springfield School District - jsaracen@sps.lane,edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood,com Yolanda Bird - yolanda,bird@sps.laneedu 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.- 1040-A Shelley Street - Springfield, OR 97477 - Phone 5411746-9649 - Fax 5411746-7163 J.J. l... 6!!&;' Information "''''.lIb Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: August 8, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-34 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Building Permit No.: COM2008-00437 P.O. No.: Type of Inspection: Reinforcing Steel & Concrete Forms Weather: P0272-334-0809 Clear Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: slab on grade line A to 0 from 5 to 8 and line D to E from 3 to 5,5, except .for pour back strip. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable, Reinforcing steel was .secured using tie wire, Reinforcing steel was placed in accordance with approved design drawings and specifications with latest revisions dated 5/1108. Additional Comments: Dowels at stair will be,epoxied at a later date. Dobie will be placed as concrete is 'placed. Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected above was in accor'dance with the building department approved design, drawings, specifications and applicable workmanship provisions of the International Buildinp Codes Inspector: David Smith, ICC #0877340-88 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~vaf Service Industries, Inc. David Smit~~() Branch Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda,bird@sps.lane.edu 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. .1Q40-A Shelley Str~et. Springfield, OR 97477. Phone.5411746-9649. Fax 5411746-7163 5:f l...~ ;ZInjonnation ,.,..,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: August 7, 2008 Report Number: 722-80173-33 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No.: P0272-334-0809 Fabricator: MetalScime Shopl Field: Shop Type of Inspection: Welding Weather: 'Clear" Field Observations and Comments 'Performed periodic visual inspection of the following items: Embed 3FcT-2 (1), 3K-T-1 (12), and 3F-T-2 (1). Threaded studs replaced with A-307 bolts through embed plates and welded'on head side 4 plates of bolt head, Nelson studs exhibited 360' flash. Weldments were inspected for size, length, proiile and locations, To the best of our knowledge, the work inspected is in conformance with ,approved drawings, specifications and applicable AWS 01.1 codes, The ,followin!l item's were in non-conformance: Need engineering approval for as built condition for welded 'bolts. Inspector: David Smith, Certification #0877340-85 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~~,seNice Ind:;es, Inc., David Smith ~ Branch Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconsLcom Robertson/Sherwood & Architects - dguadagni@robertsonsherwood,com Yolanda Bird - yolanda.bird@sps.lane.edu THIS REPORT IS PROVIDED FOR THE INFORMATION 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 WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, 1$ PROHIBITED. Professional Service Industries,_ Inc. . 1 040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 IP~il~nJ;:::;:~n . lIng';, . . 1. ,j . ContIuIfIng . 1'NtIng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: John Saraceno Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80054-48 Project: Thurston Elementary Project 7345 Thurston Road Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30230 Date Performed: P.O. No.: B.P. No.: Technician: S5 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax CCB #176269 August 4, 2008 COM2008-00437 Anthony Deluca Laboratory Soil / Aggregate Data. Moisture Density Relationship of 144 IbsJcu.ft.. at 8% moisture, is from our report number 722-80055-31. dated 6/30/2008 for Springfield Quarry 3/4" -0 (T-180), Test No. Approximate Test Location Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 572 DS 2188) Slab Approximate T~st Elev. Probe Depth on Grade 2 Bat 7 - 5' southeast Bat 6.10' east 6" FRG FRG 6" 3 10' west or Cat 8. eRG 6" ----.-,. 4 Cat 5,5 FRG 6" Tests performed at finished grade of base rock at the slab on grade for locations listed' above, Tests were reported to Mark with Hyland Construction, . c: John Sacaceno - jsaracen@sps.lane,edu Rene Berndt - rberndt@mahlum,com Ugo Costa - ugo..costa@kpff.com Dave Guadagni - dguadagni@robersonsherwood,com Angus Eastwood - angus@Milstead,us Bill Hirsh - billhirsh@comcoast.net Wet Density LBS/CU.FT. 147,6 143.0 143,6 147,3 Dry Density Percent LBS/CU.FT. Moisture ----- 142,0 4,0 137.4 4,0 - ,138,2 3,9 141,8 3.8 Percent Compaction Required Compaction Comments 98.6 95.4 95% 95% 96.0 95% 98.5 95% Respectfully Submitted Q:;J' ~NO::ldustries, Ine David F, smi~~~d Branch Manager THIS REPORT /s PROV/DED FOR THE INFORIvIA 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 WI/HOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, . 5.J L... ~;, Infonnation "~.lTo Build On Engineering . Consulting . Testing DAILY FIELD REPORT P0272-334-0809 Slab on Grade Reinforcing Steel & Reinforced Concrete and Concrete Forms Field Observations and Comments . Performed visual inspection during placement of concrete at the following locations: slabs for gym classroom wing, admin building and library entry, Reinforcing steel was previously inspected on 8/1/08, Concrete was placed by pump and mechanically consolidated, Cast two (2) set's of four (4) (4x8) concrete test cylinders, C,>ntractor was asked to notify our,office when additional services are needed, 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. TVIlf! of Material Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Verlyn Bearden, ICC #01080077 '~'CCB#'176269~:-:-=~-~_-=n__--~----'_.:-~~ -- 'n.._~_ ..___,_~_______n_ Date Performed: Client: August 4, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 P.O. No.: Type of Structure: Type of Inspection: Set #1 Knife River 2440N15200 41/2" 490 720 6:45AM 4000 4 182 Report Number: 722-80173-31 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Permit No.: Weather: COM2008-00437. Clear Set #2 Knife River 40N15200 4 1/2" 610 730 9:25 AM 4,000 ' 4 182 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, POession:, 0e~Vice Industries, Inc, D~~h ~~) Branch Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - angus@milstead.us Hyiand Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps,lane,edu THIS REPORT IS PROVIDED FOR THE INFORMA TION 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SE,~VICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. . 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649. Fax 541/746.7163 Sf l..~ ;ZIn/ormation ,.,..,. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: August1,2008 Springfield School District 525 Mill Street Springfield,OR-97477 Report Number: 722-80173-28 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P.O. No.: Shop! Field: Weather: P0272-334-0809 Shop , Inside Field Observations and Comments 'Performed periodic visual inspection of the following items: Nelson stud and single pass fillet weldments for part #'s 4MT (3), 4HT, 4KT (10), 5MT (11), 3FT 92), 5AT (4), 4AT1(8), 6BT1 (8), 6ATI (31), 6DT1(5), 6CT1 (25), 3MT (26), 3AT1 (177),4BT1 (21), 4DT1 (24), 4DT (36),4BT (16), 6BT1 (21), 6FT1 (5), and 4FT1 (8). Weldments were inspected for size, length, profile and locations, 'To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable AWS .01.1' codes. Fabricator was asked to notify our office when additional services are needed, Inspector: Chris McDonald, Certification #5298238-52 , CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, profess~nal Service Industries, Inc, , ~mi~(j Branch Manager c: Springfield School District - jsaracen@sps,lane,edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane.edu THIS REPORT 1$ PROVIDED FOR THE INFORMATION OF THE CLIENT QNL Y. 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.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541/746-7163 liii"6.;. Information 1.~~~J.To Build On /Ilng" . , ;" . CGfJGuIfIng . 'RI8Ung FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: John Saraceno Address: Springfield School District 525 Mill Street Springfield, OR 97477 Projeet No.: 722-80054-47 Project: Thurston Elementary Project 7345 Thurston Road Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30203 Date Periormed: P.O. N~.: B.P. No.: Technician: -)J 1040 - A Shelley Street Springfield, Oregon 97477 (541)746.9649. (541)746-7163 tax. CCB #176269 August 1, 2008 Chris McDonald Laboratory Soil / Aggregate Data: Moisture Density Relationship of 144 ibs.!cu.!!., at8% moisture. is from our report number 722-80055-31. dated 6/30/2008 for Springfield Quarry 3/4"-0 (T-180), Field Density Tests: Nuclear Method (ASTM D2922)(ASTM 03017)(Standard Count: MS 572 OS 2235) Test No. Approximate Test Location Approximate Test Probe Wet Density Dry Density Percent Percent Required Elev. Depth LBS/CU.FT. LBSfCU.FT: Moisture Compaction Compaction Comments A.S at 2.3 footing rock base 2 A at 2.5 footing rock base Tests performed at finished grade of fill materiaL at listed locations above.~ Tests were reported to James with Hyland Construction, FRG FRG 144,3 145,3 136,8 ' 136,1 6" 6" c: John Sacaceno - jsaracen@sps.lane,edu Rene Berndt - rberndt@mahlum,com Ugo Costa - ugo..costa@kpff.com Dave Guadagni - dguadagni@robersonsherwood,com Angus Eastwood - angus@Milstead,us Bill Hirsh - billhirsh@comcoas!.net 5,5 6,8 100.2 95% 100.9 95% Respectfully Submitted _ Professional Service Industries, Inc. ~F~~ ('~d ' Branch Manager TillS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONt 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. S5 ''''~ _,Information I."'~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: August 1 , 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-27 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Buildin9 Permit No.: COM2008-00437 P.O. No.: Type of Inspection: Reinforcing Steel & Concrete Forms Weather: P0272-334-0809 Partly ,Cloudy Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: slab on grade line E to H from 5 to 8, line H to J from 4,8 to 6.2 and line' LA to J from 3'to 5 except for pour back strip, Reinforcing steel was checked for grade, size, lap, placement-and clearances where applicable, Reinforcing steel was secured using tie wire. Reinforcing steel was placed inaccordimce with approved design drawings and specifications, Additional Notes: dobies will be placed at time of concrete pour, Contractor was asked to' notify our office when additional services are needed. To the best of our knowledge, the work inspeded above was in accordanc~ with the building department approved d'esign, drawings, specifications and applicable workmanshi[J orov/sions of the International Building Codes, Inspector: David Smith, ICC #0877340-88, OBOA# 442 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~S~i;~(~1J Branch Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@rober'tsonsherwood,com Yolanda Bird - yolanda.bird@sps.lane.edu THIS REPORT IS PR.OVIDED 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, WITHOUT THE WRITTEN PERMfSSION OF PROFESSIONAL SERVICE INDUSTRJES, JS PROHIBITED, Professional Service. Industries, Inc. .1040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. F9-x 541n46-7163 fj l"~;lInformation ,.,..,. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: July 25, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-19 Project Name: , Thurston !::Iementary School 7345 Thurston Road Springiield, Oregon Project Location: P.O. No.: Type of Structure: Type of Inspection: P0272-334-0809 Footings/Columns Reinforcing Steel & Reinforced Concrete Permit No.: Weather: COM2008-00437 Clear Field Observations and Comments 'Performed visual inspection of reinforcing steel at the following locations: Inspected reinforcing at slab on grade G.5 to Eat 1 to 5, G,5 to H at 2 to 5, H to J at 5 to 8, and footing at G at 6, Inspected and tested concrete placed at footings, G at 6,C at 6, c.at 2, B at 7, B at 6 and C at 4, Reinforcing was inspected in footings prior to placement of concrete, Performed visual inspection 'during placement of ,concrete listed above, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported .on concrete dobie blocks, Reinforcing steel was pla'ced in accordance with approved design drawings and specifications with latest revisions dated 05-01-08, Concrete was placed by mixer chute and mechanically consoiidated, . Cast one (1) set of 4 (4 x 8) concrete test cylinders, Additional Comments: Engineer was contacted concerning trim bars at slab on grade openings. Plans do not call for trim bar and engineer. is confident trim bars do not need to be added. Tv".. of Material Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed . -~-'---Design'Strength:(psi)-- Number of Samples Total Yardage Placed Inspector: Glenn Meek Jr., ICC# 5071536-49 CCB# 176269 Concretell1- Knife River 40N15200 3 720F 800F 1:20 PM - -- --- -4000-..-.- 4 7 If you have any questions regarding this report, please feel free to contact us at 541c746-9649, Respectfully Submitted, ~y~;;&" loc. Branch Manager . c: Springfield School District - jsaracen@sps,lane,edu Milstead & Associates - angus@milstead,us Hyland Construction - markb@jhconstcom Robertson/Sherwood & Architects - dguadagni@robertsonsherwood,com Yolanda Bird - yolanda.bird@sps.lane,edu THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT QNL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANYMEAN$, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OFPROFESSIDNAL SERVICE INDUSTRIES, IS PROHIBITED Professional Service'lndustries, Inc.. 1Q40-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649 .'Fax 541n46-7163 nlifj....IInfomwtion 1~~~lToBuild On illig" . .. ,;'.. . c-dffng . 1loafIng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: John Saraceno Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80054-45 Project: Thurston Elementary Project 7345 Thurston Road Location: Springfield, Oregon Equipment: Troxler: 3430 SN: , , Date Performed: P.O. No.: B.P. No.: Technician: 38785 Laboratory Soil / Aggregate Data: Moisture Density Relationship of 144lbs.lcu,ft" at 8% moisture. is from our report number 722-80055-31, for Springfield Quarry 3/4"-0, Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 716 DS 2698) cr 1040 - A Shelley Street Springfield, Oregon 97477 , (541)746.9649 - (541)746-7163 fax CCS #176269 July 24, 2008 COM 2008-00437 Glenn Meeks Test No. Approximate Test Location Approximate Test Probe. Wet Density Dry Density Percent Percent Required Elev. Depth lBS/GU.FT. LBS/CU.FT. Moisture Compaction Compaction Comments 2 Gridline K,5 at 7 Gridl;ne L,5 at 7,2 :J Gridline L5 at 6,5 4 GridlineK.5 at 6,5 5 Gridline K,5 at 4 6 S.W. corner of storm drain line I Tests performed at finished grade of base rock at listed locations above. Tests were reported to James Miller. F,G, 8" 153.4 143.2 F.G, 8" 149,3 138,3 - ,F.G, '8" 154,9 ' ,- ,145,3 F,G, 8" 146.4 137,5 F,G, 8" 152,0 137,0 F,G, 8" 150,7 136,7 c: John Sacaceno - jsaracen@sps.lane.edu Rene Berndt - rberndt@mahlum,com Ugo Costa - ugo..costa@kpff,com Dave Guadagni - dguadagni@robersonsherwood.com Angus Eastwood - angus@Milstead,us Bill Hirsh - billhirsh@comcoast.net 7,1 8,0 6,6 6,5 9,5 10,3 99.5 96,1 95% 95% -100.9 ,I '95% I 9S.2 I 95% 95.0 95% Respectfully Submitted Profe,ssion?J' Service Industri~s,Jnc. ~~~i~ (;~J 95.5 95% retest Branch Manager TliIS REPORT IS PROVIDED FOR THE INFOR^,IA TlON 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 mE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, ;,.;.jt il Infomzatwn 11:!!.~..To Build On ling " ." [", . c--. . 1'lNItIng ~j FIELD DENSITY REPORT SOIL AND SOil-AGGREGATE 1 040 ~ A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax CCB #176269 Client: John Saraceno Address: Springfield School District 525 Mill Slreet Springfield, OR 97477 Laboratory Soil / Aggregate Data. Moisture Density Relationship of 144 Ibs.lcu.ft, at 8% moisture. Is from our report number 722-80055-31. dated 6/30/2008 ior Springfield Quarry 3/4" .0 (T-180), Project No.: 722-80054-44, Project: Thurston Elementary Project 7345 Thurston Road' Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30203 Date Performed: , P.O. No.: B.P. No.: Technician: July 23, 2008 Pete Furlong Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 578 DS 2232) Test No. Approximate Test-location Sanatary line in parking lot Approximate Test Elev. Probe Wet Density Dry Density Depth LBSICU.FT. LBS/CU.FT. Percent Percent Required' Moisture Compaction Compaction Comments 65' North of man hate 3' BFG 2 40' North of man hole 3' BFG 3 1 g' North of man hole 3' BFG Tests performed below finlshedgrade of trench backfill'at listed locations above. Tests were reported to Mark with Hyland 8" 140.4 132.4 --------- 8" 136,0 124.7 8" 141,5, 133,1 6,0 9,1 6,3 92.0 95% 86.6 95% 92.4 , 95% Respectfully Submitted Profess/anal Service Industries, Inc. c: John Sacaceno - jsaracen@sps.lane,edu Rene Berndt - rberndt@mahlum.com Ugo Costa - ugo..costa@kpff,corn Dave Guadagnl - dguadagni@robersonsherwood,com Angus Eastwood - angus@Milstead,us Bill Hirsh - blllhirsh@comcoast.net Q ~ L1\)(V~~(j , ~~, s~r\ Branch Manager 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 WITHOUT THE WRITTEN . PERMISSION OF PROFESSIONAL SERVICE INDUSTRfES. " ~f l...~;z Information ,.,~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: July 23, 2008 Report Number: 722-80173-14 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No.: P0272-334-0809 Fabricator: MetalSome Shopl Field: Shop Type of Inspection: Welding Weather: Clearllnside Field Observations and Comments Performed periodic visual inspection of the following items: embeds with nelson studs (69) 3A-T, (6) 3K-7, (2) 3M-T, (6) 4F-7, (8) 4B-T, (22) 4D-T, (1) 4D.T, (1) 4K-T, (2) 5F-T, (6) 5C-T, (1) 5H-T, (12) 5D-T, (3) 5M-T, (17) 6A-T, (4) 6C-T, (20) 6B-T and (1) 6D-T. Weldments were ins'pected for size, length, profile and locations,' To the best of our knowledge, the work inspected is in conformance with approved drawings. specifications and applicable D1,1 codes. Fabricator was asked to notify our office when additional services are needed, Inspector: Curt Halstead, ICC #1060568-85 ' CCB #176269 If you have any questions regardin9 this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, Professional Service Industries, Inc, ~~t~(w J Branch Manager c: Springfield School District - jsaracen@sps.lane,edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood,com Yolanda Bird - yolanda.bird@sps.lane.edu THIS REPORT IS PROVIDED FOR THE INFORMATION 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. -1040-A Shelley Street. Springfield, OR 97477. Phone 541f746.9649. Fax 541f746-7163 .,,~ _lInformation "",..,- .TO Build On Engineering. Consulting. Testing DAILY FiELD REPORT Date Performed: Client: July 23, 2008 Springfield School District 525 Ivlill Street Springfield, OR 97477 P.O. No.: Type of Structure: Type of Inspection: Elevator Walls/Spread Footings Reinforcing Steel & Reinforced Concrete Report Number: Project Name: Project Location: Permit No.: Weather: >;r 722-80173-15 Thurston Elementary School 7345 Thurston Road Springfield, Oregon C01vl2008-00437 Clear FieldObservations and Comments . Performed visual inspection of reinforcing steel at the following locations: Elevator walls and Spread Footings on lines' 2.5 and 5,5 bet E and D, 5 bet E.2 and E,6, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable, Reinforcing steel was secured using tie wire and supported' on concrete dobie blocks. Reinforcing steel was placed in accordance with approved design drawings and specifications. Performed visual inspection during placement of concrete in the locations listed above. Concrete was placed by truck shoot and mechanically consolidated. Cast one (1) setal 4 (4 x 8)concrete test cylinders. Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected above was in accordance , with the building department approved design drawings, specifications and applicable workmansliip provisions of the International Building Code. Tvoe of Materia] Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed . _____... _. _De~ig!,_Strength (psi) 'N umber '6fSam pies;"-" Total Yardage Placed Inspector: Curt Halstead ICC# 5273553-49 CCB# 176269 Concreteli . Knife River 2440N15200 4 67"F 72.30F 12:00 PIvl 4000 -----4.-.....- --------,..- -...- 11 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~al Service Industries, Inc. David sm~~ ~J Branch Ivlanager c: Springfield School District - jsaracen@sps.lane.edu Ivlilstead & Associates - angus@milstead,us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane.edu THIS REPORT IS PROVIDED FOR THE INFORMATION 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS f:>ROHIBITED. . Professional Service Industries, Inc.. 1 040-AShelfey Street. Springfield, OR 97477. Phone 5411746.9649. Fax 5411746.7163 l 'fJ~;1 Infonnation ~.;jJi1f6 To Build On Ilnglneertlg. ContIcIItInfI. 1I"."j l ss FIELD DENSITY REPORT SOIL AND, SOIL-AGGREGATE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746.9649 - (541)746-7163 fax CCB #176269 Client: John Saraceno Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80054-43 Project: Thurston Elementary Project 7345 Thurston Road Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30203 Date Performed: P.O. No.: B.P. No.: Technician: July 22, 2008 COM2008-0437 Pete Furlong Laboratory Soil! Aggregate Data: M9isture Densily Relationship of 144 Ibs./cu.ft., at 8% moisture, is from our report number 722.80055-31, dated 6/30/2008 for Springfield Quarry 3/4" -O'(T-180), , Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 573 OS 2250) Test No. Approximate Test Location Approximate Test Probe Wet Density Dry Density Percent Percent Required Comments Elev. Depth lBS/CU.FT. lBS/CU.FT, Moisture Compaction Compactjon Gym and gym storage room - 8.2 and 2.1 FRG 6" 152.1 141,3 7,6 98.1 95% 2 Gym and gym storage room - G.75 and 3.8 FRG 8" 148.4 137.9 7,6 95.8 95% 3 Gym,and gY!ll storageroomFand 4 FRG 6" 145.9 137,3 6,3 95.4 95%-- ' ---- 4 Gym and gym storage room G and 4.5 FRG 6" 154,1 141.5 8,8 98,3 95% 5 Gym and gym storage room E.5 and 4.5 FRG 6" 154,2 143,3 7,6 99.5 95% ------- 6 Gym and gym storage room E.5 and 2 FRG 6" 147.2 138,9 6,0 96.4 95% Tests performed finished grade of base rock at the slab on grade for locations listed above, RespectfUlly Submitted Tests were reported to James with Hyland Construction, Pr fessional Service Industries, Inc, c: John Sacaceno - jsaracen@sps,lane,edu Rene Berndt - rberndt@mahlum,com Ugo Costa - ugo..costa@kpff,com Dave Guadagni - dguadagni@robersonsherwood,com Angus Eastwood - angus@Milstead.us Bili Hirsh - billhirsh@comcoast.net THIS REPORT IS PROVIDED FOR THE INFORf\/A nON OF THE CLIENT GNL 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. -. . .y- l~r-;lInfonnation f'I~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: July 17, 2008 Report Number: 722-80173-11 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Building Permit No.: COM2008-00437 P.O. No.: Type of Inspection: Reinforcing Steel Weather: Clear Field Observations and Comments Re-inspected reinforcing at grade beam/footings the following locations: Pier caps at D at 2, D at 4.3 and B at 3,5, all on dobies, tails in other pier caps are turned up per plans; Slab dowels installed at D at 2 to 3.5, B to D at 2 and B at 2 to 5 per'plan. Performed' visual inspection of reinforcing steel at the location listed above, Reinforcing steel was checked for grade, size, 'lap placement and clearances where 'applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with the latest revisions dated 5/1/08, To the best of our knowledge, the work inspected above was in accordance with the building department approved Idesiqn drawinqs, specifications and applicable workmanship provisions of the International Building Code: ' Inspector: Glenn Meek Jr., IGG# 5071538-49 GGB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649" Respectfully Submitted, Professional Service Industries, Inc. ~~h ~~~) Branch Manager .-..-----.--------- c: Springfield School District - jsaracen@sps.lane,edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps,lane,edu THIS REPORT /s PROVIDED FOR THE INFORMATION 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. . 1040-A Shelley Street. Springfield, OR 97477 . Phone 5411746-9649 . Fax 5411746-7163