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Home My WebLink AboutBuilding Field Test & Inspection Report 2008-7-17 .. l~~;lInformation fI~. ,To Build On Engineering. Consulting. Testing .\ DAILY FIELD REPORT Date Performed: July 17, 2008. Report Number: 722-70168-28 Client: Hexion Specialty Chemicals Project Name: Hexion Specialty Chemicals PO Box 1310 Columbus, OH 43216 Project Location: 470 S 2nd Springfield, OR P.O. No.: Permit No.: COM2007 -00418 Type of Structure: Weather: Clear Type of Inspection: Reinforced Concrete Field Observations and Comments . Performed visual inspection of reinforcing steel inspected reinforcement at #3 tank pad. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel. was secured using tie wire and suppored on spreader bar. Reinforcino steel was placed in accoradance with the latest.revisions dated 3-20-08. Inspector: Glenn Meeks, ICC#5021538-49 CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Subm tied, U~::i e In~ Its, Inc. David Smith . Branch Manager c: Hexion Specialty Chemicals - greg.wilberger@hexion.com John M Pearson . Advanced Mechanical JHI Engineering - Mike Smith . i '" ,; '. <. 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 SERVICE INDUSTRIES, /5 PROHIBITED Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649 . Fax 541/746-7163 l ~~;lInformation fI~. ,To Build On Engineering . Consulting . Testinll. uA!L Y FIELD REPORT " Date Performed: July 21,2008 Report Number: 722-70168-31 Client: Hexion Specialty Chemicals Project Name: Hexion Specialty Chemicals POBox1310 Columbus,OH 43216 Project Location: 470 S 2nd Springfield, OR P.O. No.: Permit No.: Type of Structure: Weather: Clear Type of Inspection: Reinforced Concrete Field Observations and Comments Specific placement locations: phase 3 tank pad. Concrete was placed by pump and mechanically consolidated. Cast one (1) set of four (4).(4x8) concrete test cylinders. Contractor was asked to notify our office when addiction services are needed. To the best of our knowledge, the work inspected above was in accordance with the building,departmenl approved design drawings, specifications and applicable workmanship provisions of the International Building Code. Tvne of Material Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardaqe Placed Inspector: Pete Furlong CCB# 176269 Set #1 ES&G 314045 43/4" 4.5% 87Z 80Z 1 :25 PM 4,000 4 38 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, (iofeSSional t!rvic~ustries" Inc. ~ Branch Manager c: Hexion Specialty Chemicals - greg.wilberger@hexion.com John M Pearson Advanced Mechanical JHI Engineering - Mike Smith ~HIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONL Y. THE REPRODUCTfON 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 541/746c7163 1'..ii.~;lInformation """~.. To Build On li!!ngh ",,' "., . ~ . ~... COMPRESSION REPORT Client: Address: Hexion Specialty Chemicals PO Box 1310 Columbus, OH 43216 Project No.: 722-70168-34 Proj. Name: .Hexion Specialty Chemicals location: Placement Data: Phase 3 tank pad Material: Concrete Location Sampled At: Southwest corner Date Cast: 07/21/0B 'Ticket No.: IMiX No.: 600005474 2,14045 . . Date'Rec'd: 07/22/OB Weather: -I '.--Ya-rdage JLoad: 1 Total: g 1/2 --- -- --- Supplier: Eugene Sand & Gravel Clear Springfield, OR --Slump (in.): ASTM C143 ,Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): A~TM C1064 Max Temp (F): Min'Temo IF}: -. --..- Specimen Siz.e: Unit Weight (pet): ASTM C138 Time Cast: . 1 :25 PM --- Additives: Results Reported To: SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 . (541)746-9649 - (541)746-7163 fax August 18, 2008 CCB #176269 . Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data 43/4'" 1/2" 4.5% B7.2" 80.20 75.90 64.90 4x8 Curing Conditions: ASTM Contractor ~ Compressive Strength Data ASTM C39 Desi!=ln Stren!=lth (psi): required 4,000 placed 4.000 Field Cure Lab Cure Diameter or Cross Sect. Area Cylinder WT. Comp.,Strength Capping'Method Cylinder No. TestDate Age (days) Dimensions Max. Load (Ibs:) Fracture Type *. Test Time (days) (days) (inches) (s.i.) (Ib5.) (pSi) C617-03 I C1231-03 OB.1705 I 7/28/2008 7 6 4.00 12.57 8A 36,995 2,940 2 9:32 AM X .. I - 0~-1706 8/18/2008 28 27 4.00 12.57 8.5 57,095 4,540 3 11:00AM X 08-1707 I 8/18/2008 28 1 27 3.99 12.51 BA 56,605 4,520 3 11:05AM X I - - - .,-:c- 08-1708 H H H h 1 - Cone -(both ends) 2 ~'coneiveiiicai Cracks (one end). 3 - Columnar 4 - b'iagori::lI wIno cracking at ends Remarks: . . . c: .Hexion Specialty Chemicals - greg.wilberger@hexion:com John M Pearson . Advanced Mechanical JHI Engineering -Mike Smith 5 - Side fractu~es (attop of bottom) 6- ---Top fractur~esame ~~ _.1.5 but end of cylinder is pointed) Re:t~~u.'IY SU~itted' Pro ~~ ices Industries, Inc. . St n E. Wilder Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPROOUCTlON OF THIS REPORTBY 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. Ij}SllfonfJf:::;::tnn 1I!!Itg_~I" . .~" "I ',JI 0 ~ . 'If.. .",,,(, ,.~~ SPRINGFIELD OFFICE COMPRESSION REPORT Client: Address: Hexion Specialty Chemicals PO Box 1310 Columbus,OH 43216 'Project No.: 722-70168-33 Proj. Name: Hexion Specialty Chemicals Location: 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163fax August 17, 2008 CCB #176269 Springfield, OR Date: B.P. No.: P.O. No.: Cast By: Devon Hovis Load: Total: Supplier: Euaene Sand & Gravel Yardage 2 22 'Slump (in.): ASTM C143 Max. Aggr. Size: 'Air Content: ASTM C231 Air Temperature (F): 'Material Temp. (F): ASTM Cl064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pcf): ASTM C138 Time Cast: 5:45 AM Additives: Results Reported To:. Field Test Data '43/4" .. 1/2" .-.,-.. .._.__..._ .::1:1," 'Pia-cement Data: Southem half of containment pad M.i"terial: Concrete Location Sampled At: Dc 13' norht of south edge 9' - 19' east of wesl edge Date Cast: 07/18/08 Date Rec'd: 07/19/nR :c1k;~:80~: IMIX 3~:~45 Weether: --:~: 51.40 78.40 71.7" .58.40 4x8 Curing Conditions: 1 day F.e., remainder ASTM Contractor Desi!=ln Stren!=lth (psi): ---- required 4,000 Compressive Strength Data ASTM C39 Dlaced 4,000 Cylinder No. Test Date Age (days) Field Cure (days) Lab Cure Diameter or Cross Sect. Area CylinderWT. Compo Strength Capping Method Dimensions Max. Load (Ibs.) Fracture Type *' Test Time (days) (inches) (s.!.) (Ibs.) (psi) C617-03 C1231-03 6 3.99 12.51 8.4 36,880 2,950 5 11:46 AM X 27. 3.99 12.51' 8.5 56,930 I 4,550 3 9:35 AM X 27 3.99 12.51 8.5 56,215 4,490 3 9:41AM X 08-1685 08-1686 7/25/2008 8/15/2008 7 28 08-1687 I 8/15/2008 08-1688 I "::"j - Cone (both ends) 2 ~ ConelVerticaf C'racks (one end) Remarks: c: 28 H H H 3-- Columnar 4 - ~iagoncil w no cracking a-t en9s .5 -Side fra( cures (at lop pf bottom) 6 - Top fracfures (same as.- #5- but enc{ofcylin'de-r -is-p.oin-ted) R l;t~;tfully,,~bmitted, . p pJ.J.:itXH~es Industries, Inc. . Steven E. Wilder Laboratory Supervisor Hexion Specialty Chemicals - greg.wilberger@hexion.com John M Pearson Advanced Mechanical JHI Engineering - Mike Smith THIS REPORT IS PROVIDED FORTHE 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 mE WRITTEN . . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES l ra ~ "IIrifonnation ~~. ToBuildOn 1i!nfl1ne., "".J .~.~ Client: Address: Hexion Specialty Chemicals PO Box 1310 Columbus,OH 43216 Placement Data: Phase 3 tank pad COMPRESSION REPORT Project No,: :722-70168-34 Proj. Name: Hexion Specialty Chemicals Location: Springfield, OR Material: Concrete Location Sampled At: Southwest corner Oate Cast: 07/21/08 ;Ticket No.: Mix No.: Date Rec'd: 07/22/08 Weather: 600005474 314045 Clear. Desiqn Strength (psil: reauired 4,000 Cylinder No. Test Date Age (days) Field Cure (days) 08.1705 7/28/2008 I 7 08-1706 8/18/2008 I 28 -. - I 08-1707 8/18/2008 28 08.1708 H I H Lab Cure (days) Compressive Strength Data ASTM C39 olaced.4.000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength Dimensions Max. Load (tbs.) Fracture Type .. Test Time (inches) (s.i.) (lb..) (psi) 4.00 12.57 8.4 36,995 2,940 2 9:32 AM 4.00 12.57 8.5 57,095 4,540 3 11:00AM 3.99 12.51 8.4 56,605 4,520 3 11:05AM k~a~: Total: Supplier: Eugene Sand & Gravel Slump (in.): ASTM C143 Max. Aggr. Size: 'Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temo IF): Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 1 :25 PM Additives: Results Reported To: Yardage 1 91/2 6 27 27 H .* 1 --Cone (both ends) 2 - ConeNerUcal Crack.s (one end) Remarks: c: ..J - Columnar _\ , . 4 - Diagonal wIno cracking at em 5 5 - Side fractures (at top of bOll~m) . Hexion Specially Chemicals - greg.wilberger@hexion.com John M Pearson Advanced Mechanical JHI Engineering - Mike Smith SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax August 18, 2008 CCB #176269 Date: B.P. No.: P.O. No.: Cast By: Pele Furlong Field Test Data 4.3/4" 1/2" 4.5% 87.2" 80.2" 75,9" 64.9" 4x8 , Curing Conditions: ASTM Contractor - Capping'Method C617c03 C12J1-0J x x X 6- - Top frac'ture~same as #5 but end of cylinder is pO.lnted) . Re :t~~~IY SU~itted' Pro "fit;~ ices Industries, Inc. St n E. Wilder Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFOR~1A 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. ' l ~~;lInformation fI~. ,To Build On Engineering . Consulting . Testing DAIL Y FIELD REPORT Date Performed: July 18, 2008 Report Number: 722-70168-29 Client: Hexion Specialty Chemicals Project Name: Hexion Specialty Chemicals PO Box 1310 Columbus, OH 43216 Project Location: 470 S 2nd Springfield, OR P.O. No.: Permit No.: Type of Structure: Weather: Clear Type of Inspection: Reinforced Concrete Field Observations and Comments Performed visual inspection during placement of concrete on south half of containment pad. Reinforcing steel was secured using tie wire and supported on 90" bent rebar rods. Performed visual inspection during placement of concrete in the locations listed above. As directed by client, continuous inspection during .placement of concrete was required. Concrete was placed by line pump and mechanically consolidated on edges (approximately 5'). Cast 1 set (s) of 4 (4x8) concrete test cylinders. Contractor was asked to notify our office when addiction services are needed. To the best of our knowiedge, the work inspected above is in accordance with the buliding department approved 'design drawings, specifications and applicable workmanship provisions of the International Building Codes.. Tvn.. of Mat..riaj Set #1 Supplier ES&G Mix # 314045 Slump' 4 3/4'" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yarda!:je Placed Inspector: Devon Hovis, ICC#01116960 CCB# 176269 51.4" 78.4" 5:45 AM 4,000 4 22.0 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully D~/l David Smitt ' Branch Manager slries, Inc. c: Hexion Specialty Chemicals" greg.wliberger@hexion:com John M Pearson . Advanced Mechanical JHI Engineering - .Mike Smith .' .i .' 'I THIS REPORT IS PROVIDED FOR THE INFORMA TION 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 54117 46-9649 . Fax 541/746-7163 l ri'~l1illnjonnation I'!!:~~. .70 Build On ll!ItfI.r" , ,;..1,.1. ~ . 111, ..1 ',I'. Client: Address: Hexion Specialty,:Chemicals PO Box 1310 COlumbus,OH '43216 'Placement Data: .Slab for tank'#4 in phase 3 COMPRESSION REPORT Project No.:. 722-70168-30 Proj. Nam,e: 'Hexion Specialty Chemicals Location: Maier!af Concrete Location Sampled At: 1 Q'north of southwest corner west side 'DateCast: 07/16/08 Dale Rec'd: 07/17108 .Ticket No.: IMiX No.: Weather: , 58003782 314045 Clear Desi!1n Stren!1th (psi): reauited 4.000 Cylinder No. . 'Test Date Field Cure (days) Lab Cure (days) Age (days) 08-1637 7/23/2008 '. 7 08-1638 8/13/2008 28 08-1639 81'13/2008 28 08-1640 H H Yardage 2 11/ 21.25 load: Total: Supplier: Eugene Sand & Gravel 6 Springfield, OR :Slump (in.): ASTM C143 .Ma-x, Aggr. Size: Air Content: ASTM C231 A.ir Temperature (F): :Material Temp. (F): ASTM C1D64 Max Temp (F): Min Temo IF): Specimen Size: Unit Weight (pet): ASTM C138 'Time Casl: 6:45 AM Additives: Results Reported To: SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax August 14, 2008 CCB #176269 Date: B.P. No.: P.O. No.: Cast By: Verlyn Bearden Field Test Data 5 1/2" 1/2" 530 750 4x8 Contractor Curing Conditions: 1 day F.e., remainder ASTM 27 27 1. H 3- Cdumnar 4 - Oiagonafw no cracking"";rt er,js- 5 ~ Side fraciu-res (at top of bottom) ."--f~ Cone (both ends) 2 ~ ConeNertical CracKs (one end) Remarks: c: Compressive Strength Data ASTM C39 Dlaced 4,000 Diameter or Cross Sect Area Cylinder WT. Camp. Strength Dimensions Max.,Load (Ibs.) Fracture Type .. Test Time (inches) (s.i.) (Ibs:) (psi) 3.99 12.51 8.3 32,300 2,580 5 8:35 AM ."--. 3.99 12.51 8.3 50,725 . 4,050 3 2:'19 PM 3.99 12.51 8.3 51,320 4,100 3 2:32 PM Hexion Specialty Chemicals - greg.wilberger@hexion.com John M Pearson Advanced Mechanical JHI Engineering _ Mike Smith '" Capping Method C617-0J C12J1-0J x X X 6- Top fractures (same a.s.ttS.but end 6i"cylinder-is.pointed) Rej~~~:;UIIY Submitted, Pr }J.tf~s Indus/ries, Inc. Steven E. Wilder Laboratory Supervisor THIS REPORT IS P'ROVIQE.QF.OR THE INI70R~1ATlON OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOO, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED WITHOUT T/-IE WRITTEN II;? PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, l~~;lInformation fI~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: July 21, 2008 Report Number: 722-70168-35 Client: Hexion Specialty Chemicals Project Name: Hexion Specialty Chemicals PO Box 1310 Columbus,OH 43216 Project Location: 470 S 2nd Springfield, OR P.O. No.: Permit No.: Type of Structure: Weather: Clear Type of Inspection: Reinforced Concrete Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: 8" containment wall at the west, east and south sides excluding an area 20' in length at the south east side of the wall. This area is to be built at a later date. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire .and supported on plastic chairs. Reinforcing steel was placed in accordance with last revisions dated 3/20/07. Contractor was asked to notify our office when additional services are needed. 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, 15;~(~\e tQtries, Inc. David Smith . Branch Manager c: Hexion Specialty Chemicals - greg.wilberger@hexion.com John M Pearson Advanced Mechanical JHI Engineering - Mike Smith '.. , :' THIS REPORT IS PROVIDED FOR THE fNFORMATlON OF THE CUENT 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.. 104Q-A Shelley Street. ~pringfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 t...~.. . ;11njonnation IAN.., /I . 11_ .To Build On . I!nglneerlng. eo.-.nJng . _ng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Address: Hexion Specialty Chemicals PO Box 1310 Columbus,OH 43216 Project No.: Pn)j.€ct: Project. Location: . Equipment: 722-70168-1 Hexion Specialty Chemicals 470 S 2nd. Springfield, OR Troxler: 3430 SN: 30016 Date Performed: P.O. No.: B.P. No.: Technician: Michael Wright . , 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746.7163 fax June 19,2007 Laboratory Soil / Aggregate Data: Moisture Density Relationship of 136 lbs.lcu.ft., at 9 % moisture, was furnis~ed by contractor for 3/4"-0 from Morse Bros. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Cou.nt: MS 691 OS 2706) Test No.. Approximate"Test Elev. Approximate Test Location East side of trench I 2' BFF 2 Center of trench I 2' BFF 3 West side of trench I 2' BFF Tests performed at finished grade of trench'backfill at listed locations above. Tests were reported to Leon with Advanced Mechanical. c: Hexion Specialty Chemicals - 9re9.wilberger@hexion.com John M Pearson Advanced lVIechanical. JHI En9ineering - Mike Smith Probe Wet Density Dry Density Percent Percent Required Comments Depth LBS/CU.FT. LBS/CU.FT. Moisture Compaction Compaction 10" 135,2 130.4 3.6 95.9 95% 10" 135.6 129.5 4.6 95.2 95% 10" 136.7 132.2 3.4 97.2 95% Respectfully Submitted Professional SelVice Industries, Inc. ~~ Joseph Vardner, E.I.T. Department Manager THIS REPORT.lS PROVIDED FOR THE INFORMA TlONOF 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 ~~;lInformation fI~. ,To Build On Engineering. Consulting. Testing , DAILY FIELD REPORT Date Performed: Client: , July 15, 2008 Hexion Specialty Chemicals , PO Box 1310 Columbus, OH 43216 Report Number: 722-70168-26 Project Name: Hexion Specialty Chemicals 470 S 2nd Springfield, OR Project Location: P.O. No.: Type of Structure: Type of Inspection: Permit No.: Weather: Clear Reinforcing Steel Field Observations and Comments Periormed visual inspection of t'einforci~g steel at the following locations: Inspected reinforcing at footing/slab on' grade at phase #3; Formaldehyde Tank Farms. Reinforcing. steel was checked for grade, size,. lap, placement, and clearance where applicable. ReinforCing,1 steel was secured using tie wire and supported on concrete dobie blocks. 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 buiiding department approved design drawings, specifications and applicable workmanship provisions of the International BuildinCl Codes. Inspector: . Glenn Meek Jr" ICC#: 5071538-49 CCB# 176269 If you have any questionsregaiding this report, please feel free to contact us at 541-746-9649. . . , Respectfully Sfjmitted' , ~~Si~S ic:wtries: inc. JJ>>~r \ I David Smitli ' Branch Manager c: Hexion Specialty Chemicals - greg.wilberger@hexion.com John M Pearson Advanced Mechanical JHI Engineering - Mike Smith , . . ., , ~; :-.,'. '-I.,....:: _ ^, ,"~:' . "..';; "'';'". " ;; c .'.':: ~.-!: ," -;, ~~.,: f'"'. . r. -'.' ,. " ". 'I' I. . ""1' -"~. '" '1:-' 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 ~HIRD ~ I . ' .. . PARTY, BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. I . .. Professional Service Industries, Inc. . 1 040-A Shelley Street. Springfield, OR 97477 . Phone 541fl46-9649. Fax 541(746-7163 I ' . l ~~;lInformation fI~. .To Build On Engineering. Consulting. Testin'bAIL Y FIELD REPORT I Date Performed: July 161 2008 , Report Number: 722-70168-27 Client: Hexion iSpecialty Chemicals PO Box 1310 Columbus, OH 43216 i Project Name: Hexion Specialty Chemicals 470 S 2nd Springfield, OR Project Location: P.O. No.: Type of Structure: Type of Inspection: Permit No.: Weather: Clear Reinforced Concrete I , Field Observations and Comments Performed visual inspection during placement of concrete in the following locations: slab for tank #4 in phase 3.' . Reinforcing steel was previous'ly inspected on 07/15/08. Concrete was placed by pump and mechanically consolidated. Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional' .~ervices are needed. Tothe1tiest 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." i' .. . I . Tvoe of N\.ateri.aI Supplier Mix.# Slump Air Content Ambient Tempe'rature Material Temperature' Time Placed Design Strength (psi) I Number of Samples Total Yardage Placed Inspector: Verlyn Bearden; ICC# 01080077 CCB# 176269 i Set #1 ES&G 314045 51/2" 53' 75' 6:45 AM 4,000 4 82 i If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully ~~~~~; l ofessiona/ ~dustries, Inc. David Smith Branch Manager c: Hexion Specialty Chemicals - greg.wilberger@hexion.com John'M Pearson Advanced Mechanical JHI Engineering c Mike Srriith , THIS REPORT IS PROVIDED FOR THE INF(;!RMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, B'(ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, ~CEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. . Professional Service industries, Inc.. 1040-A Shelley Street. Springfield, OR'97477. Phone 541(146-9649. Fax 541n46-7163 I I