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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-1-26 C8- A 595 COMPRESSION REPORT SPRINGFIELD OFFICE l n~.lInformation ~~~ .ToBuildOn /Il!ngln..rtng . ~ . n.etIng Ms, Lauretta Davies Jerry's Home Improvement P,O. Box 2611 Eugene, Oregon 97402 Project No,: 722-80276-30 , Proj, Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 26, 2009 CCB#176269 Client: Address: Date: B.P. No.: P.O, No;: Cast By: Pete Furlong Fog Total: ~~pplier: Knife River 30 10 'Slump (in.): ASTM_C143 ,- Max. Aggr. Size: Air Content: A$TM C231 Air Temperature,(F): Material Temp. (F): ASTM CI064 Max Temp (F): Min Temp (F): ;Specimen Size: Unit Weight (pet): ASTM C13B Time Cast: 7:00 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor Field Test Data 6" 11/2" 5.0% 34 61 Placement Data: Material:' Concrete Monolithic-Concrete Slab on Grade gridline A to E from 1 to 9 Location Sampled At: D at 8 koad: ' Yardage 6 x 12 Date Cast: Ticket No.: 3160772 ,01/14/09 . Date Rec'd: IMIX No . Weather: 2450~~2200 01/15109 ASTM Design Strength (psi); required Cylinder No. Test Date Age (days) Field Cure (days) 09-0153 1121/2009 7 09-0154 2/11/2009 28, 09-0155 2/11/2009 28 09-0156 H H Compressive Strength Data ASTM C39 5,000 placed 5,000 Lab Cure (days) Diameter or Cross Sect. Area Cylinder WT. Compo Str,ength Fracture Type C<lpping Method Dimensions Max. Load (Ibs.) Test Time (inches) (s.i.) (Ibs.) (psi) C617-03 C1231-03 5.99 28.21 28.0 118,915 ' 4,215 1:45 PM X 6 27 27 H H 1 - Cone (bo'th'endS) 2 -ConelV~riicaICrackS (one end) -3= Columnar 4,~ Diagonal w no cracking at ends Remarks: SET #4 c: 0 City of Springfield Chambers Construction - David B.akke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 5. side fractures (at top of bottom) 6 - Top fractures (same as #S'but end (.' cyiinder is pointed) Re~:t1s:~~IY Submitted, . , Prc r ;::a?:J~ustries, Inc. SIe~e Wilder Lab'oratory Manager THIS REPORT is PROViDED FOR THE INFORMATION OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPOR'rBY ANY METHOD, AND ITS TRANSMITTAL TOA THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBiTED ~VII HOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l ~1~;lInformation p.... .To Build On Il!nglneflWllng . c-.uHIng . 'RNrIIng Client: Address: Ms. Laurett~ Davies Jerry's Home Improvement PO Box 2611 Eugene, Oregon 97402 ~~ - \5l:\15 SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 26, 2009 CCB#176269 Project No,: 722-80276-26 Proj. Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Sprin9field, Oregon Date: B.P. No,: P,O, No.: Cast By: Pete Furlong Field Test Data 6" 1 1/2" 4.5% 36 63' Placem-ent Data: Materiai: Concrefe Monolithic Concrete Slab on Grade gridlin" Eta J from 1 to 9 6 27 27, H u 1 -Cone (bo'th ends) 2 - Cone/Vertical Cr9cks (one ~nd) 3 - Columnar 4 - Diagonal w no cracking at ends Remarks: SET #5' . c: City of Springfield Chambers Construction - David Bakke Robertson, Sherwood Architect~- Scott Stolarczyk Metzler Engineering - Scott Melzler Location Sampled At: Fat 8,5 Date Cast: 01112/09 Date Rec'd: 01113109 Ticket No.: I M;; 5NO~~2200 Weatlier: 3352301 Clear Design Strength (psi): req u ired Cylinder No. Test Date Age (days) Field Cure (days) 09-0081 '1/19/2009 7 '1 09,0082 2/912009. 28 09-0083 2/912009 28 ,'1 09-0084 H H 1. Yardage Slump (ine): ASTM C113 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): "Material Temp. (F): AS7M C1064 Max Temp (F): 'Min Temp (F); Specil1}en Size: Unit Weight (pef): ASTM C138 Time Cast: 8:15 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor ASTM 6 x 12. Load: 39 10 Total:. Supplier: Knife River Compressive Strength Data ASTM ,C39 5,000 placed 5,000 lab Cure (days) Diameter or Dimensions (inches) C1231,03 Cross Sect. Area (s.i.) Compo Strength .Fracture Type (psi) Test Time Capping Method Cylinder WT. (Ibs.) Max. Load (Ibs.) C617-03 5,95 1:'19 PM x 27.82 112,290 4,040 27.9 3 5 - Sidefractures (at top of bottom) 6 - Top fra-clures (same as #5 but end 0 cylinder is pointed) Ro/J,ectfuIIYS, mitted, , p, ;: 'ssiona~ f rvices Induslries, fn~, ,I'^- 1JJ/ , Steve Wilder ' Laboratory Manager ~ Tl-iIS REPORT IS PROVIDED FOR THEINFORMATlON 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 t1/lrHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES., "ft ~.J Information 1~~~.1ToBuild On I1/!nfIlneel'lltfI . eon.uItIng . 11tsfIng Client: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 c''b - \595 COMPRESSION REPORT SPRINGFIELD OFFICE 1 040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (54'1)746-7163 fax January 26, 2009 CCB#176269 Project No.: 722-80276-25 Proj, Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Placement Data: Material: Concrete Monolithic Concrete Stab on Grade gridline E to J from 1 to 9 Location Sampled At: G al6 Dale Cast: 01/12/09 Dale Rec'd: 01/13/09 Ticket No.: IM~:5~~~2200 Weather: 3352295 Clear - Design Strength (psi): required Cylinder No. Test Date Age (days) Field Cure (days) 09-0077 111 9/2009 7 09-0078 2/9/2009 28 09-0079 2/9/2009 28 r- 09-0080 H H Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 7:15 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor koad: Yardage 29 10 Total: Supplier: Knife River Compressive Strength Data ASTM C39 5,000 placed 5,000 Field Test Data 5" 11/2" 5.0% 35 66 6 x 12 ASTM Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type Crlpping Method Dimensions Max. load (lbs.) TeslTime (inches) (s.i.) (Ibs.) (psi) C617-03 C1231-03 5.94 27.73 28.4 112,630 4,060 3 1:14 PM X 6 27 27 H H 1 - Cone (bo'th ends) 2 - ConeNerlical Cracks (one end) 3 - Columnar 4: Diagonal w no cracking at ends Remarks: SET #4 C City of Springfield Chambers Construction - David Bakke .Robertson Sherwood Architects - Scot! Stolarczyk Metzler Engineering - Scott Metzler Lab Cure (days) 5 - Side fractures (at top of bottom) 6 - Top fractures (same as #5 but end of cylin-d"eris pointed) R~CtfUIlY~U mitted, P sional S C:S Industries, Inc., ,S S ve Wilder Laboratory Manager THIS REPOR r IS PROVIDED FOR THE INFORMATION OF THEeL/ENf QNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A Hf/RD PARTY BY ANY MEANS EXCEPT IN FULL, 1$ PROHIBITED wl/"I-four HIE WRIT/EN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. 111~i .f::f:::a:1fnn fi!!nsln....ri..g . c-uItIng . n..fIng Client; Address: Ms. Lauretta Davies Jerry's Home Improvement P.O, Box 2611 Eugene, Oregon 97402 t<6- \595 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (54'1)746-7163 fax January 26, 2009 CCB#176269 Project No,; 722-80276-24 Proj, Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon 'Placement Data: Material: Concrete Monolithic Concrete Slab on Grade gridline E to J from 1 to 9 Location Sampled At: Hat 6 Date Cast: 01/12/09 Date Rec'd: 01/13/09 Ticket No.: I M;:5NO~~2200 Weather: 3352291 Clear Design Strength (psi): required Cylinder No. Tesl Date Age (days) Field Cure (days) 09-0073 11'19/2009 7 09-0074 2/9/2009 28 09-0075 2/9/2009 28 09-0076 H H Lab Cure (days) Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pct): ASTM C138 Time Cast: 6:00 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor koad: . Yardage 21 10 Date: B.P, No.: P.Q, No.: Cast By: Pete Furlong Field Test Data 51/2" I 1/2" 5.0% 36 63 6 x 12 ASTM Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type Capping Method Dimensions Max. Load (Ibs.) Test Time (Inches) (sJ.) (Ibs.) (pSi) C617-03 C12Jl.0J 5.95 27.82 28.0 114,910 4,130 3 1:09 PM X ....II!ICIIlIl."...."". 6 - Top fractures (same as #5 but end 0 cylincler is pointed) RehSktfUIlY Submitted, PI; j s;onal ~7c.ndUSII;es, IIlC, SW~e ~ Laboratory Manager J 6 27 27 H u 1 - Cone (bo'lh ends) 2 - ConelVer\ical Cracks (one end) 3 - Columnar 4 - Diagonal w no cracking at ends 5 - Side frac;ures (at top of bollom) Remarks: SET #3 c: Cily of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler Total: Supplier: Knife River Compressive Strength Data ASTM C39 5,000 placed 5,000 THIS REPORT ISPRQVIOED FOR THEiNFORMATJON OF tHE CUENTONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED vvirllour THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, l"n'~;lInfonnation ~~~ .ToBuildOn I/!ngm. " ,I .s . ~ . n..ctng Client: Address: Ms. Laurella Davies Jerry's Home Improvement PO. Box 2611 Eugene, Oregon 97402 t~- \~5 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 26, 2009 CCB#176269 Project No.: 722-80276-23 Proj. Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon Placement Data: Material: Concrete-. Monolithic Concrete Slab on Grade gridline E to J from 1 to 9 Location Sampled At: Fat 2 Date Cast: 01/12/09 Date Rec'd: 01/13/09 Ticket No.: IM~;;0~~2200 Weather: 3352286 Clear Design Strength (psi): required Cylinder No. Test Date Age (days) Field Cure (davs) 09.0069 1/19/2009 7 09.0070 2/9/2009 28 09.0071 2/9/2009 28 09-0072 H H Lab Cure (days) Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM Cl0B4 Max Temp (F): Min Temp (F): ,Spe"cimen Size: Unit Weight (pet): A$TM C138 .Time Cast: 5:10 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor koad: Yardage 10 10 Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data 5" 1 1/2" 5.0% 38 66 I Total: Supplier: Knife River Compressive Strength Data ASTM C39 5,000 placed 5,000 6 x 12 ASTM " Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type C<lpping Method Dimensions (5.1.) (Ibs.) Max. Load (Ibs.) (psi) .. Test Time (inches) C617-03 C1231-03 5.95 27.82 27.7 105,885 3,810 3 1:04 PM X 6 27 27 H H 1 ~ Cone (both ends) 2 ~ ConeNertical Cracks (one end) 3 - Columnar 4 - Diagonal w no cracking a(ends 5 - Side fractures (at toper bottom) Remarks: SET #2 c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 6 - Top fr ;ctures (same as #5 but end of cylinder is pointed) Res~ectfullY Submitted, pr:/tni:Jt-:dustries, Inc. Steve Wilder Laboratory Manager TillS REPORT IS PROVIDED FOR THE INFORMATION OF THE. CLIENT ONt Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED WIT/lOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. tl1sil;;f%;:J:tnn 111!1'f1~" , """".. ContiIuIfIng . n".ttng C8-ISQS COMPRESSION REPORT SPRINGFIELD OFFICE Client: Address: Project No.: 722-80276-22 Proj. Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 26,2009 CCB#176269 Ms. Lauretta Davies Jerry's Home Improvement P,O. Box 2611 Eugene, Oregon 97402 Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Location Sampled At: Hat 1.5 Date Cast 01/12/09 Date Rec'd: 01/13/09 Ticket No".: IM;;;oo~~2200 Weather: 3160693 Clear Design.Strength (~sil: required Cylinder No. Tesl Date Age (days) Field Cure (days) 09-0065 1/19i2009 7 09-0066 2/9i2009 28 09-00'67 2/9/2009 28 Yardage Load: 3 Total: 10 Supplie_r: Knife River Slump (in:): ASTM C143 'Max. Aggr. Size: Air Content: ASTM G231 'Air Temperature (F): Material Temp. (F): ASTM G1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pcf):.ASTM C138 Time Cast: 4:30 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor Field Test Data . 51/4" 11/2" 5.5% 38 68 Pla'cement Data: Mal"erial:-Concrete- Monolithic Concrete Stab on Grade gridline E .to J from 1 to 9 6 x,12 ASTM Compressive Strength Data ASTM C39 5,000 placed 5,000 - r Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type I Capping Method DImensions (s.L) (Ibs.) Max. Load (Ibs.) (psi) '" Test Time (inches) C617-03 C1231-0J 5.96 27.20 27.2 99,035 3,550 2 1,:00 PM X Lab Cure (days) 6 27 27 09-0068 H H H I , . ... .- ':'.1 - Cone'(~ottl ends) 2 - ConelVertical Cracks (one' end) 3 - Columnar 4 - Diagonal w no cracking at ef!dS Remarks: SET #1 c City of Springfield Cli'ambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 5 - Side fractures (at top of bottom) 6 - Top fractures (same as #5 bul end of cylinder is poinLed) ReS!~ffUIIY Submitted, pr~ j' . ionf;;;c :dllstries.II1C, SteVe loer . Laboratory Manager THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT aNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. 15 PROHIBITED w/TI1Qur THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. lPsilfon:t;;::;:~n 1li!nfI1n..ring . ~ . n..ctng Client: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O, Box 2611 Eugene, Oregon 97402 C<:6- \595 COMPRESSION REPORT Project No.: 722-80276-27 Proj. Name: Jerry's-McKenzle Field Improvments Location: 2525 Olympic Street, Springfield, Oregon SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 26, 20U9 CCB#176269 Date: B.P. No.: P.O, No.: Cast By: Pete Furlong Field Test Data Placement Data: Material: Concrete Monolilhic Concrete Slab on Grade gridline A to E from 1 to 9 Location Sampled At: 0.5 at1,5 Date Cast: 01/14/09 Date Rec'd: 01/15/09 Ticket No.: IM;;;oo~~2200 Weather: 3352373 Fog Design Strength (psi): required Cylinder No. Test Date Age (days) Field Cure (days) 09-0141 1/2'1/2009 7 09-0142 2/11/2009 28 09-0143 2/11/2009 28 09-0144 H H Lab Cure (days) Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pct): ASTM C138 Time Cast: 4:10 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor koad: Yardage 6" 1 1/2" 4.5% 38 69 6 x 12 ASTM Test Time Capping Method Total: 10 Supplier: Knife River Compressive Strength Data ASTM C39 5,000 placed 5,000 Diameter or Dimensions (Inches) Cross Sect. Area Cylinder WT. Compo Strength Fracture Type (s.L) (Ibs.) 'Max. Lo~d (Ibs.) (psi) C1231.0J 5.99 28,2 4,130 C617-0J 2 1:25 PM x 6 27 27 H .. 1 ~ Cone (both ends) 2 - ConelVerlical Cracks (one end) 3 - Columnar 4 - Diagonal w no cracking at ends Remarks: SET #1 c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Melzler Engine'ering - Scott Metzler 116,430 28,15 5 - Side fra( '.ures (at lop of bottom) 6 - Top fr ,clure (same as #5 bul end (. cylinder is pointed) R ~ ectfully Submitted, p r SSionfJ~/ndllSlries, Inc. Sl~ve Wilder . Laboratory Manager 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 lVlTfiOUT THE WRITrEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l" e.'IInfonnation , ~"3-.~ToBuildOn 1I!nf11n..""g . c-.uHInfI . 11Nrttng Client: Address: Ms, Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Q$- ISct5 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax JanuarY 26, 2009 CCB#176269 Project No.: 722-80276-28 Proj. Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Pete Furiong Field Test Data . '51'/2"- 1 1/2'" 4.9% 36 67 ILoad: "Slum-p - (in.): "ASTM-C 143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (f): ASTM C106.4 Max Temp (F): MinTemp (F): :Specimen Size: Unit Weight (pef): ASTM C138 Time Cast: 4:50 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor ASTM Placement Data: Material: Concrete Monolithic Concrete Slab on Gracie griclline A to E from 1 to 9 6 27 27 H ,H f -,Cone (bo'th-:endS)2 ~- ConelVertical Cracks (one'end) 3 - Columnar 4 - Diagonal w no cracking at ends Remarks: SET #2 cCity of Springfield , ,Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzier Engineering - Scott Metzler " Location Sampled At: B at2 Date Cast: Ticket No.: 3160761 01/14/09 I M;:5NOOO~2200 Fog Date Rec'd: 01/15/09 Weather: Design Strength (psi): required Cylinder No. Test Date Age (days) Field.Cure (days) 09-0145 1/21/2009 7 09-0146 2/11/2009 28 09-0147 2!.11/2009 28 09-'0148 H H Lab Cure (days) Yardage 6 x'12 10 10,75 Total: Supplier: Knife River Compressive Strength Data ASTM C39 5,000 ,placed 5,000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type Capping Method DimElnsions Max,Load (I~s.) Test Time (inches) (5.1.) (Ibs,) (pSi) C617-03 C1231-03 6.00 . 28,27 28.5 11.7 ,825 4,170 2 1:30 PM X , 5 ~ Side fractures (aUop, of, bottom) 6 - Top "fr a:tures (same as #5 bu.t end 01 cylInder is "pointed) Ren;el'tfullY Submitted, . Pr /i~al Jf:::vdustlies, fnc, SfJ" Wildf Laboratory Manager 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.,;J;r;;:-lInformation ~.~~ .ToBuildOn Englneerlntl . ~ . no.ttng Client: Address: Ms. Lauretta Davies Jerry's Home Improvement PO Box 2611 Eugene, Oregon 97402 ~'6 - ICJi5 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shettey Street' Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 26, 2009 CCB#176269 Project No.: 722-80276-29 Proj. Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data. 61/2" - 1 1/2" 5.5% 35 63 Yardage Slump (in.): ASTMC143 Max..Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F):-ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight(pcf): ASTM'G138 Time Cast: 5:45 AM Curing Conditions: Additives: AEA, Hot Water Resl}!ts Reported To: Contractor ASTM 'Placement Data: Material: Concrete Monolithic Concrete Slab on Grade 9ridline A 10 E from 1 to 9 6 27 27 H H 1 ~ Cone (bo\h ends) 2 ~ ConelVerlical Cracks (one end) 3 ~ Columnar 4 - Diagonal w no cracking at ends Remarks: SET #3 c Cily of Springfield Chambers Construction -,David Bakke' Robertson Sherwood Architects - Sco\\ Stolarczyk Metzler Engineering - Scott Metzler Location Sampled ~t: Cat 5 Date Cast: 01/14/09 Date Rec'd: 01/15/09 Ticket No.: \M~;;OQ~~2200 Weather: 3160766 Fo~ Design Strength (psi): required Cylinder No. Test Date Age (days) Field Cure (days) 09-0149 1/21/2009 7 09-0150 2/11/2009 28 09-0151 2/11/2009 28 09-0152 H H Lab Cure (days) 6x 12 Load:. 20 10.75 Total: Supplier: Knife River Compressive Strength Data ASTM C39 5,000 placed 5,000 Diameter or Dimensions (inches) Compo Strength Fracture Type Max. Load (Ibs.) (psi) Test Time Cap[Jing Method Cross Sect. Area Cylinder WT. (s.l.) (Ibs,) C617-03 C1231-03 5.99 28.4 4,220 1:40 PM x 28,21 119,040 2 5 - Side fra( iures (at top of bottom) - 6 -'Top fra"ctu-res (sameiis--#5 but end c; cylinder isp"qint"ed) Rest11~:~u'IY Submitted,-. .' ' prc; !:nq;;hndllslries, Inc. S("~e Wilder ' Laboratory Manager . THIS REPORT /s 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 WiTHOUr THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. it "~.lInfonnation "r:!!.~.. .To Build On 1f!II/g1ne-.g . ~ . 111 ..",., '.. Ms. Lauretta Davies Jerry's Home Improvement P,O Box 2611 Eugene,Oregon,g7402 Client:. Address: ez~ l5C15 SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 26, 2009 CCB#176269 Project No.: 722-80276-31 Proj. Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street, Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data 6" . ~ . 1 1/2" 4.5% 34 62 koad: '~Iu~-P (in.)-: 'Asri.{C'143" Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): "Material Temp. (F): ASTM C 1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pet): ASTM C138" ,Time Cast: ' 7:55 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor ASTM Placement Data: Material: Concrete Monolithic Concrete Slab on Grade'gridline A to E from 1 to 9 LocationSam'pled At: Bat 8 Date Cast: 01/14/09 Ticket No.: IMIX No 3160778 2450~~2200 _.. ._. ..11._ Design Stren!lth (psil: .... I _ . Cylinder No. Test Date 09-0157 09-0158 .09-0159 09-0160 1/21/2009 2/11/2009 2/"11/2009 H Dale Rec'd: 01/15/09 Weather: Fo~ required Age (days) Field Cure (days) Lab Cure (days) Yardage 6 x 12 7 28 28 H 6 27 27 H 39 10 Total: Supplier: Knife River Compressive Strength Data ASTM C39 . 5,000 placed 5,000 . Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type Cilpping Method Dimensions Max. Load (Ibs.) Test Time (inches) (s.i.) (Ibs.) (psi) C617-Q3 C1231-Q3 6.00 28.27 28.0 126,010 4,460 2 1:50 PM X u 1 _ Cone (both ends) 2 _ Cbne/Vertical Cracks (one end) 3 -Columnar 4 - Diagonal w no cracking at ends 5 - Side fractures (at lOp of bohom) Remarks: SET #5 c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stoiarczyk Metzler Engineering - Scott Metzler 6 - Top fractures (same as #5 but end o,cylinde-r is pain-ted) Re1? ,ctfully Submitted, Pr, fE 5sionawtes Industries, Inc, , JJl~~r . Laboratory Manager A 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 PROH/BITEDWIn/OUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES - .