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Home My WebLink AboutPermit Field Test & Inspection Report 2008-10-21 l"~.IInformation ~~. 7bBuildOn II! ", II ' I ". I . ec.n.uNIng . 1'II8tIng COMPRESSION REPORT (<t-J1-' ~n 01'1""/' 'e- ~ Client: Address: North Star Construction Service 718 7th Ave SW Ozark, MI 66721-0326 Project No.: 722-80217-10 Proj. Name: Abby'slSonic Location: Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Dale Russell Placement Data: Curb at North West Drive way. West end of building. Material: Concrete Island 15' off North West corner of building. Side walk-on Location Sampled At: Sidewalk west of building Date Cast: 10/08/08 Ticket No.: IMiX No.: 58005371 313065 IIII Sunny koad: Total: Supplier: Eugene Sand & Gravel Dote Ree'd: 10109/08 Weather: Yardage 1 5 SPRINGFIELD OFFICE 1040 - A Shelley Street" Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 21, 2008 CCB#176269 Stump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C10B4 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 12:25PM A.dditives: w/air/Fiber Results Reported'To: Field Test Data 4 314" 48.6 63.8 4x8" Curing Conditions: 1 day field cure, remainder ASTM Contractor Desirm Strenflth (psil: 3000 reauired 3.000 Compressive Strength Data ASTM C39 olaced Cylinder No. Field Cure (days) Diameter or Dimensions (Inches) Cross Sect. Area (s.l.) Test Date Age (days) Lab Cure (days) 08-3059 1011512008 7 6 4.01 12.63 08-3060 111/1512008 28 27 08-3061 I 1111512008 28 27 08-3062 I H ... 1 - Cone (both ends) 2 - ConeNertical Cracks (one end) 3. Columnar 4 - Diagonal wino craking at end-= Remarks: Truck was late c: North Star Construction - Services, LLC City of Springfield 2CS Engineering, Inc. Cylinder WT. . (lb..) Compo Strength 'Fracture Type Max. Load (Ibs.) (psi) Test Time Capping Method' C617-03 , C1231-03 10:11 AM I I I x 8.5 32,460 2,570 5 5 - SIde fractures (at lop of boltL;n) 6 - Top frac.ures (same as #5 but end of cylinder is poinled) ]e ~fr~:~UIlY Submitted, Pr A:v~ ~7!l:lndustries, Inc. even E. ~~r Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORIo.1A TlON 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. IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. , l' ....~.,Inform.ation ,.,.... To Build On 1I!ntg1ne" '''., . ~ . "-t6-.1 Client: Address: SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street. Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 30, 2008 CCB#176269 North Star Construction Service 718 7th Ave SW Ozark, MI 66721-0326 Project No.: 722-80217-15 Proj. Name: Abby'slSonic Location: Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Glenn Meeker, Jr. Yardage 1 16 Slump (in.): A$TM C143 Max. Aggr. Size: A.lr Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Mln Temo (F\: Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 3:20 PM Additives: Fiber Results Reported To: Field Test Data 3114" 314" 5.2% 67" 70" 690 .560 4x8" Placement Data: Material: Concrete Abby's pizza foolings A @ 2, B @ 2, C @ 2, 0 @ 2 and A to B @ 3 location Sampled At: Footing A, B, C & 0 at 2 and A to B @ 3 Dale Casl: 10/15108 Date Ree'd: 10116108 Ticket No.: IMiX No.: Weather: 60008850 313065 Overcast Load: Total: Supplier: Euoene Sand & Gravel , Contractor Curing Conditions: 1 day field cure, remainder ASTM Desi!:)n Stren!lth (psi): 3000 reauired 3.000 Compressive Strength Data ASTM C39 Dlaced Diameter or Cross Sect. Cylinder WT. Compo Strength Fracture Type Capping Method Dimensions Ma,,:. Load '(Ibs.) Test Time- (inches) Area (sol.) (Ibs.) (ps;) .. C617.03 C1231-03 3.99 12.51 8.4 31,380 2,510 2 3:27PM X 3.99 12.51 8.4 49,875 3,990 3 9:18AM X 3.99 12.51 8.4 . 46,430 3,710 3 9:53 AM X Cylinder No. 08~3155 08-3156 08-3157 08-3158 Test Date Field Cure (days) Lab Cure (days) Age (days) 1012212008 11/1212008 11/12/2008 7 28 28 H 6 27 27 u 1 - Cone (both ends) 2. Con~Nertical Cracks (one end) 3 - Colun:mar 4 - Diagonal wIno craking at ends 5. Side fractures (at top of bottom) Remarks: Truck was late c: North Star Construction - Services, LLC City of Springfield 2CS Engineering, Inc. 6 - Top frac ures (same as #5 but end of cylinder is pair led) Res~;:~~IIY sU~1~~:~~( . pr;;A;:i'~dustries, Inc Sle/en E. Wilder Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD: AND ITS TRANSMlrTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l....~.lInformation I-!""!?!'- To Build On I/!ngIne , I , .. . C' J -16.. . 'ftI..... Client: Address: COMPRESSION REPORT North Star Construction Service 718 7th Ave SW Ozark, MI 66721-0326 Project No.: 722-80217-15 Proj. Name: Abby'slSonic Location' . . Springfield, Oregon. 'Placement Data: Material: Concrete Abby's pizza footings A @ 2, B @ 2, C @ 2, 0 @ 2 and A to B @ 3 Yardage 1 16 Slump (In.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM Cl064 Max Temp (F): Min Temo (F~: Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 3:20 PM Additives: Fiber Results Reported To: location Sampled At: Footing A, B. C & 0 at2 and A to B @ 3 Oate Cast: 10115/08 Date Ree'd: 10116/08 Ticket No.: !MiX No.: '-" Weather: 60008850 :11 :1065 Overcast . ... Load: Total: Supplier: Eugene Sand & Gravel DesiQn Strenath (osi\: I " 3000 re9uired ~OOO Compressive Strength Data ASTM C39 olacp.d . 11..1 Cylinder No. 08-3155 08-3156 08-3157 08-3158 Diameter or Cross Sect. Cylinder WT. Compo Strength Fracture Type Dimensions Area (5.1.) (Ibs.) Max. load (Ibs.) (psi) .. Test Time (Inches) 3.99 12.51 8.4 31,380 2,510 2 3:27PM Test Date Field Cure (days) Lab Cure (days) Age (days) 10/22/2008 1111212008 11/12/2008 7 28 6 27 27 28 H H 1 - Cone (both ends) 2 - ConeNertical Cra(..~s (one end) 3. Columnar 4 - Diagonal wIno craking at ends Remarks: Truck was late c: 5. Side fractur~s (at top of bottom) North Star Construction - Services, LLC City o( Springfield 2CS Engineering, Inc. , SPRINGFIELD OFFICE 1040. A Shelley Street" Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 30, 2008 CCB#176269 Date: . B.P. No.: P.O. No.: Cast By: Glenn Meeker, Jr. Field .Test Data 3114" 314" 5.2% 61' 70' 69' 56' 4x8" Curing Conditions: 1 day field cure, remainder ASTM Contractor Capping Method C617-03 C1231-0J x 6 - Top fractures (same as #5 but end of cylinder is pain ed) R~~ectfully Submitted, F[ rSSic;a:/rrVices.'ndustries, Inc. 4~~ 'Peil;;-- Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLlENTONL 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. "~;ZIriformation l~~. ToBuildOn /l!ngIna__"_ . ~ . n.tIng Client: Address: North Star Construction Service 718 7th Ave SW Ozark, M166721-0326 .Placement Data: West driveway slab COMPRESSION REPORT Project No.: 722-80217-18 Proj. Name: Abby's/Sonic Location: Spri~gfield, Oregon Material: Concrete Yardage 4 10 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 (pef): ASTM C138 Time Cast: 7:45 AM Additives: Fiber Results Reported To: Location Sampled At: Middle of west driveway Date Cast: 10123/08 Date Rec'd: 10/24108 Ticket No.: IMiX No.: Weather: 58005696 313065 Fog .~ Desi!ln Stren!lth (psi): 3500 reauired 3 500 , Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-3302 10/30/2008 7 6 08-3303 11/20/2008 28 27 08-3304 11/20/2008 28 27 08-3305 H h 1 - Cone "(both ends) 2 - ConeNertical Cracks (one end) 3 _ Columnar Remarks: c: North Star Construction - Services, LLC City of Springfield 2CS Engineerin9, Inc. !=llameler or Cross Sect. Cylinder WT. Compo Strength Fracture Type Dimensions Max. Load (Ibs.) Test Time (inches) Area (5.1.) (Ibs.) (psi) 3.98 12.44 8.5 43,490 3,500 3 3:30PM Load: Total: Supplier: Eugene Sand & Gravel Compressive Strength Data ASTM C39 olaced 4 -_Diagonal wIno craki.ng at ends , 5 - Side fractu,es (at top o~ bottom) SPRINGFIELD OFFICE 1040 - A Shelley Streel . Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 3, 2008 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data 4" 314" 3.5% 37' 73" 4x8" Curing Conditions: 1 day field cure, remainder ASTM roy wlNorthstar Capping Method C617-03 C1231-03 x 6 - Top fractures (same as #? but end of cy~nder is poir"ed) 'R~S ~fUIlYSUb~:~~, Pr ional :;J; ~dustries, Inc. S v E. ~der Laboratory Supervisor THIS 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 WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.