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Home My WebLink AboutPermit Field Test & Inspection Report 2006-9-19 " l ~~ ., Information ~~. .To Build On Engineering. Consulting. Testing C5''- (773 CAlLY FIELD REPORT Date Performed: September 19,2006 Report Number: 722-60145-49 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 P.O. No.: Permit No.: Type of Structure: Weather: Rain Type of Inspection: Structural Masonry Field Observations and Comments Performed visual inspection of reinforcing steel In the following locations grldllne 9-17/A top out Reinforcing steel was inspected for Size, grade, lap, placement and clearances where applicable, Reinforcing steel was placed In accordance with approved design drawings and specifications and detail 07/04. All cells were relatively clean and mortar projections are withm the limits of the International BUlldmg Code. Performed continuous Inspection dunng placement of grout m the locations listed above. Grout was placed by pump and mechanically consolidated, Only cells contalnmg relnforcmg steel were grouted solid Empty cells were filled with wire mesh, 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 BUlldmg Code Contractor was asked to notify our office when additional services are needed. ~De of Materiaj Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (PSI) Number of Samples Total Yardage Placed Inspector: Jennifer Tran, ICC# 5282553-84 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Grout Morse Bros. 247KG3ROO 9" 680 750 11 40 AM 2500 3 yds Respectfully Submitted, Professional Service Industries, Inc. ~(.< J nn r Tran De ment Manager 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- }!: ;llnf0171Ultion ~.,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: September 20,2006 Mr John Helander Essex General Construction 4284 West 7th Avenue Eugene, OR 97401 Report Number: 722-60145-47 Client: PrOject Name: Regional Sports Center, Ph 2 Basketball BUilding 200 South 32nd Street Springfield, Oregon PrOject Location: Contractor: P.D No,: Type of Inspection: Essex General Construction High Strength Bolts Permit No.: Weather: COM2005-01773 Cloudy Field Observations and Comments Met on-site with Horning Construction representative to perform special Inspection on A~25 high strength bolts In the primary structural roof connections Skidmore-Wilhelm test was performed and bolt crew was Instructed on "turn of the nut" method of bolt tensioning Two (2) rafter/column lines were continuously Inspected dUring "snug tight" operation to ensure compliance with AISC manual instructions by Horning Construction Additional Inspection Will be required upon completion of "snug tight" tensioning (prior to final 1/3 turn) and again after final 1/3 turn has been performed 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. 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 Industrres, Inc. 1040A Shelley St . Sprrngfleld, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l.... ~ ;1 Information ~...,. .To Build On II!!nglneerlng. Con.uIf:Ing . TestIng Client: Address: COMPRESSION REPORT Mr John Helander Essex General Construction 4284 West 7th Avenue Eugene, Oregon 97401 Project No.: Project Name: Location: Placement Data 6" S 0 G for basketball court Matenal Concrete Location Sampled At Yardage B 75/6 Load 25 Date Cast 08/24/06 Date Rec'd. 08/25/06 Total 254 25 Ticket No MIx No Weather Suppher 2617507 2440N05000 Overcast 1\ Morse Bras 722-60145-37 Regional Sports Center, Ph 2 Basketball Building 200 South 32nd Street Springfield, Oregon ( SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477' (541)746-9649 ph - (541)746-7163 fax Date: September 11, 2006 B.P. No.: P.O. No.: Cast By: Jerry Adams Field Test Data Slump (m) ASTM C143 4 25" Max Aggr Size, Air Content ASTM C231 Air Temperature (F) 65 Matenal Temp (F) ASTM C1064 72 Max Temp (F) Mm Temp (F) Specimen Size 6x12 Umt Weight (pcf) ASTM C138 Time Cast 8 30 AM Curmg Conditions Additives Results Reported To Contractor Design Strength (psi): required 4,000 Compressive Strength Data ASTM C39 placed 4,000 Cylinder No 06-2615 06-2616 06-2617 06-2618 Test Date Field Cure (days) Lab Cure DIameter or DimenSIons (days) (Inches) 6 600 27 598 27 600 2827 28 11 2827 Age (days) Cross Sect Area (s I ) 8/31 /006 9/21/2006 9/21/2006 Hold 7 28 28 Hold Hold .. 1 - Cone (both ends) 2 - ConeNertlcal Cracks (one end) Remarks C \ , 3 - Columnar I 4 - Diagonal wIno craklng at ends City of Spnngfleld Solarc Architecture - Galen Ohmart Roy Gray Branch Engineering - Rene Fabricant Morse Bras Cylinder WT (Ibs) Max Load (Ibs) ASTM C31 Comp Strength Fracture Type" Test Time (pSI) Capping Method C617.{13 C1231-lJ3 4,020 5,430 5,530 3 3 3 10 46 AM 3 27 PM 3 32 PM x x X 6 - Top fractures (same as #5 but end of cylinder IS pOinted) RlectfUIIY S mltted, PI rJ eSSi~nal e ic~ustries, Inc. !\J ( , / Steven E Wilder Laboratory Supervisor 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 IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES 291 292 292 113,615 152,700 156,425 5 - Side fractures (at top of bottom) IpsilJ::1Ji:::;:;~n I!!!nglneerlng. ConsultIng . TestIng Client: Address' Mr John Helander Essex General Construction 4284 West 7th Avenue Eugene, Oregon 97401 Placement Data 6" S 0 G for basketball court COMPRESSION REPORT Project No,: Project Name: location: Matenal Concrete Location Sampled At Yardage B 75/3 Load 40 Date Cast 08/24/06 Date Rec'd 08/25106 Total. 410 Ticket No MIX No Weather Supplier 2617516 081-40N05000 Clear Morse Bras Desi~)n Strength (psi): Cylinder No 06-2623 06-2624 06-2625 06-2626 required 4,000 Test Date Field Cure (days) Lab Cure (days) Age (days) 8/31/2006 9/21/2006 9/21/2006 Hold 7 28 28 6 27 27 Hold Hold 722-60145-36 Regional Sports Center, Ph 2 Basketball Building 200 South 32nd Street Spnngfleld, Oregon ~ SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax September 29, 2006 Date: B.P. No.: P.O. No.: Cast By, Jerry Adams Field Test Data Slump (m) ASTM C143 Max Aggr Size Air Content ASTM C231 Air Temperature (F) Matenal Temp _ (F) ASTM C1064 Max Temp (F) Mm Temp (F) Specimen Size Unit Weight (pct) ASTM C138 Time Cast 12 00 PM Additives Results Reported To 5" 1/2" 16% 75 78 6x12 Cunng Conditions Gontractor ASTM C31 Cylinder WT (Ibs) I Gomp Strength Max Load (Ibs ): (pSI) Fracture Type .. Test Time Capping Method C617-Q3 C1231-Q3 Compressive Strength Data ASTM C39 placed 4,000 Diameter or DimenSions Cross Sect Area (s I ) (Inches) 599 599 600 2821 2821 2827 294 294 294 117,755 153,430 150,685 4,170 5,440 5,330 3 3 10 19 AM 3 54 PM 3 57 PM x X X 3 - Columnar 4 - Diagonal wino craklng at ends 5 - Side fractures (at top of bottom) 6 -iTop fractures (same as #5 but end of cylinder IS pOinted) '1e~CtfUIIY Submitted, Pr sio~al ~Services Industries, Inc. 1J~ ' Sti-Man E Wilder Uaboratory Supervisor I 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 .. 1 - Cone (both ends) 2 - ConeNertlcal Cracks (one end) Remarks: Set 5 of 5 c City of Spnngfleld Solarc Architecture - Galen Ohmart Roy Gray Branch Englneenng - Rene Fabncant Morse Bras THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONL Y