The URL can be used to link to this page

Home My WebLink AboutPermit Field Test & Inspection Report 2006-9-29 l....~.l Information K.... 7bBuildOn ..."....,... . CwI8uIWIng . ........ Client: Address: Mr John Helander Essex General Construction 4284 West 7th Avenue Eugene, Oregon 97401 Placement Data. 6" S 0 G for basketball court Matenal' Location Sampled At B 5/7 Date Cast 08/24/06 Date Rec'd, 08/25/06 Ticket No.: IMIX No : Weather 2550297 081-40N0500C Overcast Desij:m Stren~th (psi): required 2,500 Cylmder No Test Date Age (days) , Field Cure Lab Cure (days) (days) 06-2607 8/31/006 7 6 06-2608 9/21/2006 28 27 06-2609 9/21/2006 28 27 06-2610 Hold Hold Hold 722-60145-39 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 29, 2006 B.P. No.: P.O. No.: Cast By: Jerry Adams COMPRESSION REPORT Project No.: Project Name: Location: Concrete Load: Total: Supplier, Yardage 34 348 00 Morse Bras Slump (in.). ASTM C143 Max Aggr. Size: Air Content. ASTM C231 Air Temperature (F) Matenal Temp, (F): ASTM C1064 Max Temp (F). Mm TemD (F): Specimen Size: Umt Weight (pct) ASTM C138 Time Cast: Additives: Results Reported To. Field Test Data 4 3/4 1-1/2" 17% 67 75 6x12 Cunng Conditions, ASTM C31 Contractor I Compressive Strength Data ASTM C39 placed 4,,000 Diameter or Cylinder WT Camp Strength F t T .. Capping Method Dimensions Cross Sect Area (s I ) (Ibs) Max. Load (Ibs ) (psi) rac ure ype Test Time (Inches) C617-ll3 C1231-03 600 2827 292 113,915 4,030 3 1031 AM I X 598 2811 293 141,750 5,040 5 421 PM X 597 2801 293 148,970 5,320 5 4'17 PM X ~ 3 - Columnar 4 - Diagonal wIno craklng at ends .. 1 - Cone (both ends) 2 - ConeNertlcal Cracks (one end) Remarks: Set 4 of 5 c City of Springfield Solarc Architecture - Galen Ohmart Roy Gray Branch Engineering - Rene Fabricant Morse Bros I I 5 - Side fractures (at top of bottom) 6 - Top fractures (same as #5 but end of cylinder IS pOlntec) Re*~tfUIlY Submitted, PI, ~~~s Industries, Inc. SteVen E Wilder Laboratory Supervisor ./ THIS REPORT IS PROVIDED FOR THE INFDRMA 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 r V) , - :J V l'.H.:~' ;lIrifOj n1alion 1:1:."'. To Build On ......"....1ntI · c...uflIfng · ...... Client: Address: Mr. John Helander Essex General Construction 4284 West 7th Avenue Eugene, Oregon 97401 Placement Data: 6" S,O G for basketball court Material: Location Sampled At: 7 3/B 5 Date Cast: 08/24/06 Date Rec'd: 08/25/06 Ticket No,: MlxNo Weather 2617500 081-40N0500C Overcast Design Stren~th (psi): required 4,000 Cylinder No Test Date Age (days) Field Cure Lab Cure (days) (days) 06-2611 8/31/006 7 6 06-2612 9/21/2006 28 27 06-2613 9/21/2006 28 27 06-2614 Hold Hold Hold COMPRESSION REPORT Project No.: Project Name: Location: Concrete Load: Total: Supplier: Yardage 17 172 00 Morse Bras 722-60145-40 Regional Sports Center, Ph 2 Basketball Building 200 South 32nd Street Springfield, Oregon Slump (m ): ASTM C143 Max, Aggr. Size: Air Content ASTM C231 Air Temperature (F): Material Temp (F): ASTM C1064 Max Temp (F). Mm Temp (F): Specimen Size. Umt Weight (pcf): ASTM C138 Time Cast: 6 45 AM Additives' Results Reported To: c SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 ph - (541)746-7163 fax . Date: September 29, 2006 B.P. No.: P.O. No.: Cast By: R Hawkins Field Test Data 5 1-1/2" 58 71 r 6x12 Contractor Curmg Conditions: ASTM C31 Compressive Strength Data ASTM C39 placed 4,000 Diameter or Cylinder WT, Comp Strength F t T .. Dimensions Cross Sect. Area (s I ) (Ibs) Max Load (Ibs ) (pSI) rac ure ype Test Time (Inches) 602 2846 292 - 112,152 3,940 5 10 24 AM 596 2792 292 153,005 5,480 3 347 PM 598 2811 291 128,905 4,590 5 3 44 PM , \ , .. 1 - Cone (both ends) 2 - ConeNertlcal Cracks (one end) 3 - Columnar 4 - Diagonal wIno craklng at ends Remarks: Set 2 of 5 c City of Spnngfleld Sol arc Architecture - Galen Ohmart Roy Gray Branch Englneenng - Rene Fabncant Morse Bras Capping Method C617-o3 C1231-o3 x X X 5 - Side fractures ,at top of bottom) 6 - Top fractures (same as #5 but end of cylrm er IS pOlntel ) R~;~~tfUIlY Submitted, PI 1 i;on~es Industries, Inc. sliven ~lIder 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 I l.'~;l: lriformiltion ~~. ~To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: September 15, 2006 Report Number: 722-60145-45 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 Spnngfleld, Oregon P.O. No.: Permit No.: Type of Structure: Weather: Overcast Type of Inspection: Structural Masonry Field Observations and Comments . Performed visual Inspection of reinforcing steel In the following locations top out IIft-gndllne A/5-12, second IIft-gndllne A/12-17 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 as well as detail 07/04, All cells were relatively clean and 'mortar projections are within the limits of the International BUilding Code Performed continuous Inspection dUring placement of grout In the locations listed above, Grout was placed by pump and mechanically consolidated Only cells containing reinforcing steel were grouted solid Empty cells were filled with wire mesh Note one set of solid and one set of hollow prisms were picked up for compression strength testing 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 Contractor was asked to notify our office when additional services are needed Tvoe of Material Grout Supplier Morse Bros Mix # 247KG3ROOO Slump 8-3/4" 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 700 770 12 45 PM 2500 4 yds Respectfully Submitted, Profess n~~ustries, Inc. , ~ II- ran nt Manager c City of Springfield Sol arc 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 MHHOD, 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 SI . Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l ra~.l Info. ..1ation I:!!...,. To Build On ...."....Ing . Con8uff.fng . 1IMtfng Client: Address: Mr John Helander Essex General Construction 4284 West 7th Avenue Eugene, Oregon 97401 Placement Data: 6" S 0 G for basketball court Material: Location Sampled At Near Lines 9 5/B 8 Date Cast 08/24/06 Date Rec'd, 08/25/06 Ticket No, MixNo Weather' 2550266 081-40N0500C Overcast Desi~n Stren~th (psi): reauired 2,500 Cylinder No Test Date Age (days) FIeld Cure Lab Cure (days) (days) 06-2607 8/31/006 7 6 06-2608 9/21/2006 28 27 06-2609 9/21/2006 28 27 06-2610 Hold Hold Hold COMPRESSION REPORT Project No.: Project Name: location: Concrete Load: Total' Supplier, Yardage 3 3000 Morse Bras 722-60145-38 Regional Sports Center, Ph 2 Basketball Building 200 South 32nd Street Springfield, Oregon Slump (in ): ASTM C143 Max, Aggr. Size: Air Content: ASTM C231 Air Temperature (F). Material Temp, (F)' ASTM C1064 Max Temp (F): Mm Temp !F): Specimen Size' Umt Weight (pct), ASTM C138 Time Cast. 5 20 AM Additives: Results Reported To, SPRINGFIELD OFFICE 1040 - A Shelley Street. Springfield, Oregon 97477 (541)746-9649 ph - (541)746-7163 fax Date: September 29, 2006 B.P. No.: P.O. No.: Cast By: R Hawkins Field Test Data 4 3/4 1-1/2" 58 73 6x12 Curing Conditions: ASTM C31 Contractor . Compressive Strength Data ASTM C39 placed 4,,000 Diameter or Cylinder WT Comp Strength F t T .. CapPing Method Dimensions Cross Sect Area (s i ) . (Ibs) Max Load (Ibs ) (pSI) rac ure ype Test Time (Inches) C617-03 C1231-03 602 2846 292 120,055 4,220 5 10 44 AM X 599 2821 293 159,470 5,650 2 3 37 PM X 600 2827 295 152,810 5,400 2 3 40 PM X \ I I ** 1 - Cone (both ends) 2 - ConeNertrcal Cracks (one end) 3 - Columnar 4 - DIagonal wIno crakrng at ends Remarks: Set 1 of 5 C' City of Spnngfleld Solarc Architecture - Galen Ohmart Roy Gray Branch Englneenng - Rene Fabricant Morse Bras 5 - SIde fractures (at top of bottom) 6 - Top fractures (same as #5 but end of cylinder IS porntec) Re)f~~~~"Y Submitted, p, i ~~ndustries.lnc. S~~en 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