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Home My WebLink AboutPermit Field Test & Inspection Report 2006-10-23 Standard Test Method for Compressive Strength of Masonry Prisms (ASTM C1314-02) Field and Laboratory Test Sheet ~. .ZInformation . " . .,,,,,.1.01..'."''''"..1..111 ToBulldOn Il!ngIrJeerlnfl co ~ .. ~ SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 23, 2006 COM2005-01773 Mr Mark Bruer Essex General Construction 4284 West 7th Avenue Eugene, OR 97401 722-60145-51 Regional Sports Center Phase 2 Basketball BUilding 200 South 32nd Street Spnngfleld, Oregon Client Address PrOject No Date B P No ProJ Name PO No Cast By Jennifer Tran Location. Placement Data Field Test Data Placement Data' Pnsms Matenal 9 1/4" Slump Cone I D No Air Temperature I.D No Matenal Temp I D No TYPE (CMU/Brlck) Line 1 top out lift, Line A/12 to the end of the bUilding 790 Specimen Size 3/8" CMU LocatIons Sampled At Line 1IC Time Cast. 10.45 AM Cunng Conditions Initial Temp MaXimum Temp 48 hours Minimum Temp 48 hours ADMIXTURE MIX I D, NUMBER 9/13/06 Date Rec'd Weather 9/15/06 Date Cast Supplier Sunny Morse Bros MAX AGGR SIZE SLUMP Results Reported To Contractor TICKET NUMBER 2551856 SAND CEMENT GROUT PROPORTIONS' CEMENT LIME ADMIXTURE MIX I D, NUMBER MORTAR PROPORTIONS' Compressive Machine 10 E009 DeSign Strength (F'M): reQuired . . J _ Spherical Head Dia, (in): 8 Upper Bearing Plate Dim.: 12 4 x 8 3 x 2 0 Lower Platen Dimensions (in): 12" dla x 28 Lower Bearing Plate Dim. 18 x 10 x 1 25 Lower Bearing Plate Thickness Upper Fracture Type Bearing Plate (1-7) ThIckness Req DImenSIons CMU Net Cross Max Load (Inches) Grouted? Sect Area (Ibs) (WxLxH) (s I) 15 31xB 31x7 61 Yes 6323 207,135 15 61x7 60x8 42 Yes 6399 203,075 15 20xB BOx7 61 Yes 6696 224,480 3) Cone & Spilt 4) TenSion Break Comp Strength (pSI) HPITP RatiO Correction Factor Prism No Test Date Age (days) Corrected pSI Average Compressive Strength (F'M) !?"'" 10/11/06 10/11/06 10/11/06 06-2911 06-2912 06-2913 28 28 28 2 01 2 01 2 01 3,280 3,170 3,350 1 0 1 0 1 0 3,280 3,170 3,350 6) Shear Break 5 1 25 3 1 25 2 1 25 N/A N/A N/A 3,270 -I 1) COnical Break Remarks: 2) Cone & Shear 5) Semi-Conical Brk 7) Face Shell Separation ReS~X~~"Y Sub Itted, profFranal S Ices Industnes, Inc Ste(~n E Wilder Laboratory Supervisor _-I---.-----L--. _-1-' Prism No, ;f~;1~~ P n sm No Ala)\, A ~ a !( AHBL Prism No. A (Front) B (SIde; 'Broad Base - Roy Gray Branch Englneenng - Rene Fabncant City of Spnngfleld Solarc Architecture - Galen Ohmart c ... ~., Information ....=.:~:,'!.ITo Build On I!!nglneerlng · ConsunIng · 7IafJtIng Standard Test Method for Compressive Strength of Masonry Prisms (ASTM C1314-02) Field and Laboratory Test Sheet Client Address Placement Data' Mr Mark Bruer Essex General Construction 4284 West 7th Avenue Eugene, OR 97401 PrOject No ProJ Name Location' Placement Data Material Prisms Line 1 top out lift, Line A/12 to the end of the building Locations Sampled At Line 1/C Date Cast 9/13/06 Date Rec'd Weather CEMENT GROUT PROPORTIONS' CEMENT MORTAR PROPORTIONS' Compressive Machine 10 E009 DesIgn Strength (F'M): required_ - Prism No 06-2914 06-2915 06-2916 Test Date HPITP Ratio 9/15/06 Supplier Sunny Morse Bros MAX AGGR SIZE SLUMP LIME 722 -60145-52 Regional Sports Center Phase 2 Basketball BUilding 200 South 32nd Street Springfield, Oregon Slump Cone I D No Air Temperature I D, No Material Temp I D No TYPE (CMU/Brlck) CMU Results Reported To Conlractor TICKET NUMBER 2551856 SAND Spherical Head Dia. (m): 8 Upper Bearing Plate Dim.: 124 x 83 x 2 0 Dimensions CMU Net Cross Max Load (Inches) Grouted? Sect Area (Ibs) (WxLxH) (s I) 15 53x7 61x9 00 No 4376 101~410 15 37x1 70x8 85 No 4244 117,345 15 38x8 58x7 59 No 3900 110,290 3) Cone & Split 4) Tension Break 1) COnical Break 2) Cone & Shear Remarks: (2914) 4 58x5 62 - 25 73 (2915) 5 60x4 59 - 2570 Age (days) 10/11/06 10/11/06 10/11/06 28 28 28 204 1 99 202 Comp Strength (pSI) Correction Factor 2,360 2,760 2,820 5) Semi-Conical Brk I.. ;oi"~h, (2916) 4 64x5 63 - 2612 A (Front) / }:,tf'~',' B (SIde; p~:~ A L> L - Prism \ ( B J' No. A { c City of Springfield Solarc Architecture - Galen Ohm art Field Test Data 790 Specimen Size: Date B P No' PO No Cast By 91/4" SPRINGFIELD OFFICE 1 040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 23, 2006 COM2005-0 1773 Jennifer Tran 3/8" Time Cast 1 0 45 AM CUring Conditions. Initial Temp Maximum Temp 48 hours MInimum Temp. 48 hours ADMIXTURE MIX I D NUMBER ADMIXTURE MIX I D NUMBER Lower Platen Dimensions (in): 12" dla x'28 Lower Bearing Plate Dim. 18 x 10 x 1 25 Corrected pSI 1 0 1 0 1 0 2,360 2,760 2,820 6) Shear Break Prism No. A"""-- I B "'- -' Broad Base - Roy Gray Branch Engineering - Rene Fabricant Average Compressive ~trength (F'M) 2,650 Upper Fracture Type Bearing Plate (1-7) Thickness Req Lower Bearing Plate Thickness Rpn 5 1 25 5 1 25 4 125 N/A N/A N/A 7) Face Shell Separalion Respec1}flJlly Su mltted, Prafes 'f/(n~al S rvlces Industnes, Inc Ii I\l Steven '=.'''1 Ilder Laboratory Supervisor l-}s ;1 Information ~.". .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: October 18, 2006 Report Number: 722-50384-26 Client: Mr Steve Yett Project Name: Olympic Center Street Project- Olympic Street PropertIes 'Pak Mail' POBox 26125 Project Location: 23rd & OlympIC St _ Eugene,_ Or:egon 97402 Springfield, _Oregon P.O. No.: Permit No.: Type of Inspection: Suspended Ceiling Weather: InsIde Field Observations and Comments As requested, a PSI representatIve was on-site for Inspection on the suspended ceiling system for PAK MAIL located at' 2323 OlympiC Street The Armstrong System was Installed per manufacturer's directions, specifications and letter by SS & W Engineers dated June 14, 2006 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: David' Smith If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649 Respectfully Submitted, ProfeSS/O;.,? I:UstrieS, Inc. Tran ent Manager c' SS&W, Inc - Engineers Vlk Construction City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED ProfeSSional Service Industries. Inc' 1040A Shelley St . Springfield, OR 97477' Phone 541/746-9649' Fax 541/746-7163 l."~;l Information ~~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: October 20, 2006 Report Number: 722-60145-54 Client: Mr John Helander Project Name: Regional Sports Center, Ph 2 Essex General Construction Basketball Building 4284 West 7th Avenue Project Location: 200 South 32nd Street Eugene, OR 97401 Springfield, Oregon Contractor: Essex General Construction Permit No.: COM2005-01773 Type of Inspection: High Strength Bolts Weather: Cloudy Field Observations and Comments As requested, PSI was on-site to perform special inspection on all A325 high strength bolts In the primary column to rafter connections pers AISC "turn of the nut" method 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 The contractor was asked to notify our office when additional services are . needed Inspector: Chris Thomason, ICC # 5069949-85 If you have any questions regarding this report, please feel free to contact us at 541-746-9649 Respectfully Submitted, Professional Service Industries, Inc. ~,' I' ,/ Christopher Thomason Structural Steel Field Supervisor C' City of Springfield Sol arc Architecture - Galen Ohmart Roy Gray Branch Engineering - Rene Fabricant 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 .1040A Shelley St . Springfield OR 97477. Phone 541/746 9649 F , - . ax 541/746-7163 , ' l"'!~;( Information ~~. .To Build On Engineering. Consulting. Jesting DAILY FIELD REPORT Date Performed: October 10, 2006 Report Number: 722-60145-50 Chent. Mr John Helander Project Name: Regional Sports Center, Ph 2 Essex General Construction Basketball Building 4284 West 7th Avenue Project Location: 200 South 32nd Street Eugene, OR 97401 Springfield, Oregon Fabricator: Horning Fabricators Contractor: Essex General Construction Permit No.: COM2005-0 1773 Type of InspectIon: Welding Inspection Weather: Field/Inside Field Observations and Comments Performed penodlc visual Inspection on weldments placed brace frame at roof level and ground level gnd Ime A at 5, (see RFI dated September 29, 2006) Weldments were Inspected for Size, length, profile and locations To the best of our knowledge, the work Inspected above was In Conformance With approved draWings, specifications and applicable AWS D1 1 codes Contractor was asked to notify our office when additional services are needed Inspector: Greg Boehland, ICC #0884258-85 If you have any questions regarding thiS report, please feel free to contact us at 541-746-9649 Respectfully Submitted, Professional Service Industries, Inc. t%6 Chnstopher Thomason Structural Steel Field Supervisor c City of Spnngfleld Sol arc Architecture - Galen Ohm art Roy Gray Branch Englneenng - Rene Fabncant THIS REPORT IS PROVIDED FOR THE INFORMA 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED ProfeSSional Service Industnes, Inc. 1040A Shelley St . Spnngfleld. OR 97477. Phone 541/746-9649. Fax 541/746-7163 , ' l"!~ ;rnformation ~.,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: October 16, 2006 Report Number: 722-60145-53 Client: Mr John Helander Project Name: Regional Sports Center, Ph 2 Essex General Construction Basketball Buildmg 4284 West 7th Avenue Project Location' 200 South 32nd Street Eugene, OR 97401 Springfield, Oregon Contractor: Essex General Construction Permit No.: COM2005-01773 Type of Inspection: High Strength Bolts Weather: Field/Rain - Field Observations and Comments Met on-site with erector to witness the turn of the nut procedure on the X-braCing between columns Bolts were "snugged" and marked for the additional turn which Will be performed and Inspected at a later date Inspector: DaVid Smith, ICBO # 0884258-85 If you have any questions regarding this report, please feel free to contact us at 541-746-9649 Respectfully Submitted, Professional Service Industries, Inc, ~ Christopher Thomason Structural Steel Field Supervisor c City of Springfield Solarc ArchItecture - Galen Ohmart Roy Gray Branch Engineering - Rene Fabricant THIS REPORT IS PROVIDED FOR THE INFORMA 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED ProfeSSional Service Industries, Inc .1040A Shelley St. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 . . -(---_.. ------------ l.'!~ ;1 Information ~.,. .To Build On Engineering. Consulting . ~sfing DAILY FIELD REPORT Report Date: Client: October 24, 2006 Mr John Helander Essex General Construction 4284 West 7th Avenue Eugene, OR 97401 Report Number: 722-60020-64 Springfield Sports Complex - Willamalane Office 200 S 32nd Street Sprmgfield, Oregon Project Name: Project Locati'on: Type of Inspection: MOisture Kits Permit No.: P.O. No.: Remarks Field Observations and Comments Results of mOisture emiSSion tests performed by our representative at the above referenced project uSing Calcium Chlonde test kits The test kits were placed on October 24, 2006 and picked up on October 27, 2006 Total exposure time: 70.25 hours Emission Tests - Calcium Chloride (ASTM E1907, F1869) Test Location Starting Weight Ending Weight MOISTURE Temp Relative pH No.: (g) (g) EMISSION (*) Hum. (%) 1 Kmders Room 143 299 330 521 68 41.5 9 2 Multipurpose Room 147 297 330 555 70 38,5 9 3 Open Office Area 103 298 32,8 496 72 349 9 * Moisture'emission is in pounds per 1000 square feet In 24 hours. Our tests were calculated without deducting the area of the dish. Inspector: Jennifer Tran If you have any questions regarding this report, please feel free to contact us at 541-746-9649 Respectfully Submitted, Professional Service Industries, Inc. ..... ~ c City of Spnngfield ---- Solarc Architecture - Gahlen Ohmart Branch Englneenng - Rene Fabncant Roy Gray THIS REPORT IS PROVIDED FOR THE INFORMA 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED Professional Service Industnes, Inc. 1040A Shelley St . Spnngfleld. OR 97477. Phone 541fi46-9649. Fax 541fi46-7163 . ' -- -- - - - -- -- -~- -- --- ---- --- ~- --~- ---- ---- - -- - -- -- - - - - - - -- -- - - ~-- ln~;lInformation ~.,. eTo Build On Engineering. Consulting · Testing ,___~____No~)l1ber 3Q,_~..96 _ ,. --::._.".- _=--""... ...,....__ _ _A_........_ _. ~--. .~~ _ _ _~ ___~ _~ ~..._-=-- ! ! j ________ _L Mr J obn Helander Essex General Constructlon 4284 West 7w Avenue Eugene, Oregon 97401 Phone Fax 541-501-5266 541-736-5986 Subj~ct: Fmal Summary Report Spnngfield Sports Complex _'Willamalane Sports Complex 200 South 32nd Street, Spnngfield, Oregon Project Number 722-60020 Report Number 65 Buildmg Perrmt No C0M2005-01113 Dear Mr Helander Professional Service Industries, Inc. (pSI) is wntmg tl11s letter to document that, m accordance With Sectlon 1701 of the State Buudmg Code, representatlves from our :firm have performed special mspectlon dunng constructlon Our project fUe(s) mdlcate that PSI Special Inspectlon(s) actlvltles hsted below were conducted as scheduled from January 5, 2006 to October 24, 2006 Tlus letter represents a summary of work observed and reported by PSI representatlve(s) and the resolution of any documented noncomphance . . . . . . . Structural Masonry Remforced Concrete Remforcmg Steel Epoxy Inspectlon Structural Steel and We1dmg Thgh Strength Boltmg Sous ObservatlonlAuger Pier Observatlon To the best of our knowledge, the special mspectIOns referenced herem were performed by our firm m general accordance With the requrrements, approved plans and specIficatIOns, prOVided change orders that rmpacted plans and/or specIficatlons, and applicable workrn"n~hip provlSlons of the State BUlldmg Code and Standards F or specific details regardmg our mspectlon services, please reference our prevIOusly subnutted reports numbered 722-60020-01 through 722-60020-64 Also performed m-place density tests on crushed aggregate and obtamed concrete test samples dunng placement of concrete If you have any questIOns or uwe can be of further assistance please do not heSitate to call us at 541 7469649 Respectfully Subnutted, Professional Se~dustries, Inc. ~ ?'1.-- - e Tran, E.I T D entManager C City of Spnngfield Mr Roy Gray Mr Galen Obmart - SOLARC Arclutecture Mr Rene Fabncant - Branch Engmeenng ProfeSSional Service Industnes, Inc .1040AShelley St .-Spnnglield, OR 97477' Phone 541/746-9649' Fax 541/746-7163 ---