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Home My WebLink AboutPermit Field Test & Inspection Report 2008-7-30 l"'~;lInformation ,..-:"". .To Build On II!IIfI ..ng . ~ . Jlit8IIIttI Chent Address Hexlon Specially Chemicals PO Box 1310 Columbus,OH 43216 Placement Data Slab for tank #4 In phase 3 COMPRESSION REPORT '\-1 D ~ 2.noL ~~\eJ ProJect No ProJ Name location Matenal Concrete location Sampled At 10' north of southwest corner west side Date Cast 07/16/08 Date Rec. rl 07/17/08 . -..------..- Ticket No IMIX No Weather 58003782 314045 Clear Desl!:jn Stren!:jth (pSI) reaUlred 4,000 Cylmder No Test Date Age (days) Field Cure Lab Cure (days) (days) 08-1637 7/23/2008 7 6 08-1638 8/13/2008 28 27 08-1639 8/13/2008 28 27 08-1640 H H H .. 1 - Cone (both ends) 2 - Con~Nertrcal Cracks (one end) 3 - Columnar Remarks c Yardage 2 11/2125 load Total Supplier Eugene Sand & Gravel 722-70168-30 Hexlon Specialty Chemicals Springfield, OR Slump (10) ASTM Cl43 Max Aggr Size Air Con lent ASTM C231 Air Temperature (F) Matenal Temp (F) ASTM C1064 Max Temp (F) IMIn Temp (F) Specimen Size Uml Wel9ht (pel) ASTM CI3B TIme Cast 6 45 AM Additives Results Reported To '- Compressive Strength Data ASTM C39 olaced 4,000 Diameter or DimenSIOns (Inches) Cross Sect Area Cylinder WT (5 l) (Ibs) 399 1251 4 - Diagonal wino crackmg at ends Hexlon Specialty Chemicals - greg wllberger@hexlon com John M Pearson Advanced Mechanical JHI Englneerrng - Mike Smith Date B P No PO No Cast By Field Test Data 51/2- 1/2- 530 750 4x8 CUring Conditions Contractor SPRINGFIELD OFFICE 1040 .. A Shelley Street Spnngfleld, Oregon 97477 (541)746-9649 - (541)746-7163 fax July 30, 2008 CCB #176269 Verlyn Bearden j 1 day Fe, remainder ASTM Max Load (Ibs) Camp Strength Fracture Type U Test Time (pSI) e123103 83 32,300 2,580 5 - Side fractures (at top of bottom) CapPlIlg Method C617 03 5 8 35 AM x , 6 - Top fractures (same as #5 but end of cylinder IS parnled) R, eCtfUIfjf;y S bm,Ued, P11~ sSlonal (ViCeS Industries, If1C Sf' er Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF Tf-/E CLIENT ONL Y THE REPRODUCTION 01: 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 l,,,,~.'Infonnation ,.,~. .70 Build On I!'d 10_1 -CansullJng-JL ..1.J Chent Address Hexlon Specialty Chemicals PO Box 1310 Columbus,OH 43216 Placement Data Southern half of containment pad COMPRESSION REPORT 410 s lNJ.... ~ -1 -4l6 PrOject No Prol Name Location 722-70168-33 HexlOn SpeCialty Chemicals Springfield, OR Matenal Concrete Location Sampled At 0-13' norht of soutll edge 9' - 19' east of west edge Date Cast 07/18/08 Date Ree d 07/19/08 TIcket No IMIX No Weather 129484 314045 Clear Des,qn Stren~th (osll Cylmder No 08-1685 08-1686 08-1687 08-1688 reqUired 4.000 Test Date Field Cure (days) Lab Cure (days) Yardage 2 22 Slump (In) ASTM C143 Max Aggr Size AIr Content ASTM C23 f Air Temperature (F) Matenal Temp (F) ASTM C 1064 Max Temp (F) MIO Temo iF) Specimen Size Umt We'ght (pell ASTM C138 TIme Cast 5 45 AM Additives IRe suits Reported To Age (days) 7/25/2008 8/1512008 8/15/2008 H 7 28 28 H 6 27 27 H Load Total Supplier EUQene Sand & Gravel CompressIve Strength Data ASTM C39 olaced 4,000 , , DIameter or Dimensions (IOches) Cross Sect Area Cylinder WT (s J I (Ibs) Camp Strength Max Load (Ibs ) (psi) Fracture Type. C123103 399 1251 84 36,880 ".1 - Cone- (both ends) 2 ConeNertlcal Cracks (one end) 3 - Columnar 4 - Diagonal w.no crackIng al ends 5 _ Side frac ures (at top of bottom) Remarks c Hexlon SpeCialty Chemicals - greg wllberger@hexlon com John M Pearson Advanced Mechanical JHI Engineering - Mike Smith SPRINGFIELD OFFICE Date B P No PO No Cast By 1040 - A Shelley Street Springfield, Oregon 97477 1541)746-9649 - (541)746-7163 fax July 30, 2008 CCB #176269 Devon HOVIS FIeld Test Data 4 3/4" 1/2" 51 4" 784. 717" 584. 4x8 Curing CondItions 1 day F C remamder ASTM Contractor lest Time CappIng Method C617 03 2,950 5 1146AM x 6 - Top fr ictures (same as #5 but end of cylinder IS pomted) Rf ,ectfully Su IlIed, PI '-'sslonal S vices /ndustlles fnc S ~.A-E ~'Ider Laboratory Supervisor 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 INDUSTRIES l"~.lInfonnation ,.,.... 7b Build On 1I!!nfI1n8__1n9 . 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Client Address Hexton Specialty Chemicals PO Box 1310 Columbus,OH 43216 Placement Data Phase 3 tank pad COMPRESSION REPORT Material Concrete Location Sampled At Southwest corner Date Cast 07/21/08 Date Rec'd 07/22/08 TIcket No IMIX No Weather 600005474 314045 Clear Deslqn Strenqth (ps,l reoUlred 4,000 Cylinder No Test Date Age (days) Field Cure Lab Cure (days) (days) 08-1705 7/28/2008 7 6 08-1706 8/18/2008 28 27 OB-1707 B/1 B/200B 2B 27 - --. 08-1708 H H H u 1 Cone (both ends) 2 - ConelVertlcal Cracks (one end) :.: _ Columnar Remarks C PrOject No ProJ Name Location Yardage load Total Supplier Eu~ene Sand & Gravel 1 91/2 722-70168-34 Hexlon Specialty Chemicals Springfield, OR Slump (m) ASTM C143 Max Aggr Size Air Content ASTM C231 Air Temperature (F) Matenal Temp (F) ASTM C1064 Max Temp (F) Mm Terno IF) -- ~-- Specimen SIze Unit Weight (pef) ASTM C138 Time Cast 1 25 PM Additives Results Reported To Compressive Strength Data ASTM C39 olaced 4.000 Diameter or DimenSions (Inches) 400 Cross Sect Area (s I) 1257 Cylinder WT (lb5 ) Max Load (Ibs ) 84 36 995 4 Diagonal wIno cracking at em s Hexlon Specialty Chemicals - greg wllberger@hexlon com John M Pearson Advanced Mechanical JHI Engineering - Mike Smith 5 - Side fractures (at top of bol om) 4-"10 s 2nd C,,'l-418 Date B P No PO No Cast By SPRINGFIELD OFFICE 1040 - A Shelley Slteet Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax July 30, 2008 CCB #176269 Pete Furlong Field Test Data 43/4' 1/2" 45% 8720 8020 7590 6490 4x8 Curing Conditions ASTM Contractor Camp Strength Fracture Type .. (pSI) Test Time Capping Method C617 OJ C12J10J 2,940 2 9 32 AM x 6 - Top fractures (same as #5 but end of cylinder IS pOlnled) R"fI'eCtfUlly Subi1~~~~. P17f, sSlOnal 0.~~dllstlles, Inc s1 jjJx ite': Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT GNL Y THE REPRODUCTION OF THIS REPORT BY ANY METHOD AND ITS TRANSMITTAL TO A THIRD PARTYBY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES