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Home My WebLink AboutPermit Field Test & Inspection Report 2009-3-10 l'.... Cfi. .,Information ~~~ .7bBuildOn tJ!!nf11r-"_ . c-.uItIng 0 1MIfng Client: Address; Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Placement Data: Loading dock ramp slab on grade and approach COMPRESSION REPORT G~/J{150\ SPRINGFIELD OFFICE Project No.: 722.90008-24 Proj. Name: Jerry's-Warehouse Renovation LocationS . i525 Olympic Street> \..---' Springfield, Oregon Material: Concrete Location Sampled At: Southwest corner Date Cast: 02/17/09 Ticket No.: IMiX No.: 3352945 2450V02200 Date Rec'd; 02/18/09 Weather: Overcast Design Strength (psi): Cylinder No. 09.0533 09-0534 09.0535 09.0536 required 5,000 _ Test Date Field Cure (days) lab Cure (days) Yardage load: 2 Total: 9/27 ISUPPlier: Knife River Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM G231 Air Temperature (F): Material Temp. (F): ASTMC1064 Max Temp (F); Min Temp (F): Specimen Size: Unit Weight (pet): ASTM CI38 Time Cast: 11;05 AM Additives: AEA. Results Reported To: 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax March 10, 2009 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: Z4175LD Pete Furlong Age (days) 2/24/2009 3/17/2009 3/17/2009 Hold Compressive Strength Data ASTM C39 placed 5.000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.i.) (Ibs.) Compo Strength Max. Load (Ibs.) (psi) Fracture Type *. Test Time C617 C1231 Field Test Data 61/2" 1 1/2" 4.5% 560 690 6x12 Curing Conditions: ASTM 7 28 28 H 6 27 27 H Contractor Capping Method 5.99 109,165 x 28.21 28.5 /-0.872/ I ~ I I I I I 3 12:20 PM H 1 - Cone (bo"th ends) 2 - ConeNertical Cracks (one end) 3 - Columnar 4 - Diagonal wIno eraeking"'al ends 5 _ Side frae ures (altop of bottom) Remarks: c: City of Springfieid Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzier Engineering - Scott Metzler These resuits relate only to the specific samples tested and may not be indicative of other locations. This report cannot be reproduced, except in full. without written permission by Professional Service Industries, Inc. #... ~.lInformation "I!!!',~,~ .To Build On 1li!ng1n8__"_ . ~ . ~ Client: Address: . . COMPRESSION. REPORT ;-- ci-(6q~ Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Project No,: 722.90008.10 Proj. Name: Jerry's-Warehouse Renovation Location: Date; B.P. No.: P.O. No.: Cast By: 2525'Olympic Street Springfield, Oregon Slump (in.): ASTM C143 Max. Aggr. Size: lAir Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM GI064 Max Temp (F): Min Temp (F): , Specimen Size: Unit Weight (pet): ASTM C 138 Time Cast: 11 :30 AM Additives: Results Reported To: Field Test Data 63/4" 3/4" Placement Data: Truck ramp walls inside of new building Material: Concrete Location Sampled At: Center of west wall Date Cast: 02/03/09 Ticket No.: IMiX No.: 3354083 2430NF;;200 ........ jlaad: ITatal: Supplier: Knife River Date Rec'd: 02/04/09 Weather: Yardage 2 9/27 Clear 510 5r 4x8 Curing Conditions: Contractor SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax March 3, 2009 CCB#176269 Z4175LD Dale Russell ASTM DesiQn StrenQth (psi): required 3,000 Compressive Strength Data ASTM C39 placed 3,000 Cylinder No. 09.0375 09.0376 09"0377 09.0378 Test Date Field Cure (days) Lab Cure Diameter or (days) Dimensions (inches) 6 4.00 27 4.01 27 4.02 12.57 12.63 12.69 Age (days) Cross Sect. Area (s.L) 2/10/2009 . 3/3/2009 3/3/2009 Hold 7 28 28 H 1 H 3 - C"oluninar 4 - Diagonal wino cracking at ends *:. 1 - Cone (both ends) 2 - ConeNertical Cracks,(one end) Remarks: C' City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarc2:yk Met2:ler Engineering - Scott Met2:ler Cylinder WT. (lbs:) Camp, Strength Max. load (Ibs.) (') , Fracture Type H p" Test Time Carring Method a.5 8.4 8.5 2,470 3.380 3,520 C617 I C1231 5 1'2:39 PM X 2 9:55 AM I X 4 9:59 AM .1 X 1 31,100 42,665 44,660 5 - Side fractures (al top of bottom) 6 - Top fractures (same as #5 but end of cylinder is pointed) R:gsctfUIlY SU~~:~~d;n Pr . S;O~;;;~dustrieS, Inc. S eve Wilder . Laboratory Supervisor These results relate only to the specific samples tested and may'not be indicative of other locations. This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc. ) l"'~;l Information ",..,. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT ~~;;t~.9 Date Performed: . Client: February 3, 2009 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-90008-11 Project Name: Jerry's-Warehouse Renovations 2525 Olympic Street Springfield, Oregon Project Location: . P.O. No.; Type of Inspection: Z4175LD Epoxy Building Permit No.: COM2008-01595 Weather: Inside Field Observations and Comments Performed continuous inspection during the installation of #4 epoxied rebar dowels in the following locations: section at HSS post bases (SK-2) 6 total (3 on each side of door opening). Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 6 inches. The above listed epoxy anchors were installed using Hilti Hit 150 epoxy. The epoxy anchors were installed in accordance with latest revisions dated 1/31/09 from Metzler Engineering. To the best of our knowledge, the work inspected 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. Inspector; Raymond Aliperti, ICC #1017075-88 CCB#176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, . Professional Service Industries, Inc. Edd~;~ Project Manager c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler . THIS-REOQRT I) DCr"'\'"n~n r::np Tl-lr:: INr::nt:1MAT/(}N OF THE CI/FNTONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD Professi<J');l\~~~W!l,'lvlm;P'rWtltl&,stmIJoyLStT1"lg"""gfie\<!fEJml/&Wf{._~~9M!l1"/f'IWY~mlffi.fj g~OHIBITED. l-.tt:!!!-;Z Injormfltion ,.,~. .To Build On Engineering. Consulting . Testing ~. eceijy~c; >!.-h-oq I DAILY FIELD REPORT Date Performed; February 13, 2009 Report Number; 722-90008-17 Client: Ms. Lauretta Davies Project Name: Jerry's-Wareh()us~ Renovations Jerry's Home Improvement P.O. Box 2611 Project Location: 2525 Olympic Street Eugene, Oregon 97402 Springfield, Oregon P.O. No.: Z4175LD Building Permit No.: COM2008-01595 Type of Inspection: Epoxy Weather: Clear Field Observations and Comments Performed continuous inspection during the instaliation of (88) #5 epoxied rebar dowels in the following locations: slab at loading dock. Prior to installation the predrilied hoies were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 6% inches. The above listed epoxy anchors were installed using Hilti Hit-RE 500SD epoxy with ICC #2322. The epoxy anchors were installed in accordance with approved job-site plans. To the best of our knowledge, the work inspected 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. Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, t# ~d"""'" ". Raymond Aliperti Project Manager c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY MeTHOD, AND ITS TRANSMITTAL TO A THIRD P4t:1TY J:lV ANY MFANf:: FXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley 51.. Springfield, OR 97477. Phone 541f746-9649. Fax 541/746-7163 l"'~;1 Information ,.,~. .To Build On Engineering . Consulting . Testin9DAIL Y FIELD REPORT re(~h1~d . 3-( fo--oqU '.n' _.. ,_.~ .. .._... --.. ' Date Periormed: February 3, 2009 Ms. Lauretta Davies Jerry'.s Home Improvement P.O. Box 2611 Eugene. Oregon 97402 Report Number: 722-90008.12 Client: Project Name: Jerry's-Warehouse Renovations 2525 Olympic Street Springfield, Oregon Project 'Location: P.O. No.: Type of Structure: Type of Inspection: Z4175LD Permit No.: Weather: COM2008-01595 . Inside Reinforcing Steel, Reinforced Concrete and Concrete Forms Field Observations and Comments Performed visual mspection of reinforcing steel at the following locations: truck ramp walls inside of new building. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with approved design drawings, specifications and engineering approval for as-built. Performed visual inspection durinG placement of concrete in the locations listed above. Concrete was pi aced 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 services are needed. 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 Codes. Set #1 Knife River 2430NE5200 63/4" Tvne of Mat!illa! Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Raymond Aiiperti, ICC #1017075-88 CCB# 176269 510 57" 11:30AM 3,000 4 10.75 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~fessio;:( Service Industries, lnc. ~A~P~ Project Manager cc: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SE~VICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A ~helley St.. Springfield, OR 97477. Phone 5411746-9649. Fax 5411746.7163 l"'~;l Information ,.,~. .TO Build On Engineering. ConsuH/ng . Testin90AIL Y FIELD REPORT r@(:~v@d '!-J//(,,-oq 1 Date Performed: February 11 , 2009 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-90008.15 Client; Project Name: Jerry's-Warehouse Renovations 2525 Olympic Street Springfield, Oregon Project Location: P.O. No.: Type of Structure: Type of Inspection; Z4175LD Permit No.: Weather: COM2008.01595 Overcast Reinforced Concrete Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: slab on grade reinforcing at the pour back area' at gridline C to C.1 at 7.5 to 9,~C.9 to D at 7.5 to 9 and F.1 to D at 7.5 to 7.8 prior to placement of concrete. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed ih accordance. with latest revisions dated 10/24/08. Performed visual inspection during placement of concrete in the locations listed above. Concrete was placed by boo'm pump and mechanicaliy consolidated. Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional services are needed. Tvoe of M~ Set #1 Supplier Knife River Mix # 50V02200 Slump 6" Air Content 5.5% Ambient Temperature 380 Material Temperature 560 Time Placed 9:20 AM Design Strength (psi) 5,000 Number of Samples 4 Total Yarda!'le Placed 27 Inspector: Glenn Meek Jr, ICC #5071538-49 CCB# 176269 If you have any questions regardin9this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, pf(}fessi~~U Service Industries, Inc. J~'Ali~ Project Manager cc: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 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. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. pr~feSSionar Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 541f746-9649. Fax 541(746-7163 l ~~;l Infonnation f'I~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT ~ . '" f"'ffft;,". {r~~I/P_(}1__ Date Performed: Client: February 6, 2009 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon' 97402 Report Number; 722.90008-14 Project Name: Jerry's-Warehouse .Re,novati ons . . Project Location: 2525 0lympic'Street Springfield, Oregon P.O. No.: Type of Inspection: . Z4175LD Epoxy Building Permit No.: COM2008-01595 Weather: Inside Field Observations and Comments Performed continuous inspection during the installation of (137) #5 epoxied rebar dowels in the following iocations: loading dock pour back slab, north side, west end and south side. Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 6 inches. The above listed epoxy anchors were installed using Hilti Hit-Hy 150 epoxy with ICC #5193. The epoxy anchors were installed in accordanCe with approved job-site plans. To the best of our knowledge, the work inspected 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. Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, . Professional Service Industries, Inc. ~'~a~ Raymond Aliperti Project Manager c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT, BYANY METHOD, AND ITS TRANSMITTAL TO A THIRD c~crv /:IV ~^'V W=^"'t:: ;:yrFPT IN ~IIII WITH()/JT THF WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. -1040A Shelley 51.. Springfield, OR 97477. Phone 541/746-9649. Fax 541n46-7163 l ra ~;l Information II"'. .To Build On Engineering. Consulting. Testing ~ ece [-h_Id1_ March 13, 2009 Ms. Lauretta Davies Jerry's Home improvement Center P.O. Box 2611 Eugene, Oregon 97402 Subject: Final Summary Report' Jerry's Warehouse Renovations 2525 Olympic Street . Springfield, Oregon Building Permit Number: ,COM2008-01595 ~ Project Number: 722-90008'26' Dear Ms. Davies: Professional Service Industries, Inc. (PSI) is writing this letter to document that, in accordance with Section 1701 of the State Building Code, representative(s) from our firm have performed special inspection during construction for the above listed project. Our project file indicates that the PSI Special Inspection activities listed below were conducted as scheduled from January 12, 2009 through March 13, 2009. This letter represents a summary of work , observed and reported by the PSI representative and the resolution of any documented noncompliance, +Soils Observation +Field Density Testing +Epoxy Anchor Inspection +Reinforcing Steel Inspection +Reinforced Concrete Inspection +Structural Welding Inspection To the best of our knowledge, the special inspections referenced herein were performed by our firm in general accordance with the requirements, approved plans and specifications, provided change orders that impacted plans andlor specifications, and applicable workmanship provisions of the State Building Code and Standards. For specific details regarding our inspection services, please reference our previously submitted reports numbered 722-90008-1 through 722-90008-25. If you have any questions or if we can be of further assistance, please do not hesitate to call. Sincerely, ~'~JIid''';~' ,,, ~~ith Branch Manager ~,g}fJ Project Manager RV Afrva cc: City of Springfield Chambers Construction - Dave Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering Professional Service Industries, tnc. -1040A Shelley St.. Springfield, OR 97477. Phone 5411746.9649. Fax 541/746-7163 lnieillnjonnation I:!.,~. To Build On &~-'..~.~ FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE -':..... '. 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Client: Ms. Laurella Davies Address: Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 c'i Project No.: 722-90008-13 Project: Jerry's,McKenzie Field Improvments r ............ Project 25250lympic:Streel Location: Springfield, Ore9on: Equipment: Troxler: 3430 SN: 61109 Date Performed; P.O'-No.: B.P. No.: Technician: Pete Furlong February 6, 2009 Z4175LD Laboratory Soil I Aggregate Data: Moisiure Density Relationship of 132 IbsJcu.ft., at 10.5% moisture was supplied by supplier for Delta Sand and Gravel 314".0 (T.180). Test No. Approximate Test location Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 706 DS 3008) Approximate Test Elev. Loading dock pour back slab - northeast corner" FRG 2 Loading dock pour back slab - northwest corner FRG 3 Loading dock pour back slab - west end, north side FRG 4 Loading dock pour back slab - west end, south side FRG 5 Loading dock pour back slab - southwest corner FRG 6 Loading dock pour back slab - southeast corner FRG Tests performed at finished 9rade of base rock at listed locations above. Tests were reported to Jason with Chambers Construction. c: Cily of Springfield Chambers Construction. David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineerin9 . Scott Metzler Probe Wet Density Dry Density Percent Percent Required Comments Depth LBS/CU.FT. LBSICU.FT. Moisture Compaction Compaction 8" 136.8 129.8 4.8 98.3 95% 8" 138.0 129.6 4.8 98.2 95% 8" 143.5 136.0 5.5 103.0 95% 8" 141.4 133.8 5.7 101.4 95% 8" 139.1 132.3 5.2 100.2 95% 8" 137.0 131.6 4.1 99.7 95% Respectfully Submitted Professional SelVice Industries, Inc. g~$~ Project Manager THIS REPORT IS PROVIDED FOR THE INFORfo,fATlON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTYBY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. "ft ~;lInformation Il~~~ .7bBuildOn /i!!nf11ne". .,.., . c-.uItIng . 1liosUnf1 Client: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Project No.: 722.80276-23 / f s -,['71>' ~.1_~. -" Date: B.P. No.: P.O. No.: Cast By: SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax March 9. 2009 CCB#176269 COMPRESSION REPORT Proj. Name: Jerry's-Mc~~~.z!!lField.lmprovments Location: -2525 Olympic Street, Springfieid, Oregon Pete Furlong 'P'lacement Data: Material:- Concrete Monolithic Concrete Slab on Grade gridline E to J from 1 to 9 Field Test Data Location Sampled At: Fat 2 Date Cast: 01/12/09 Date Rec'd: 01/13/09 Ticket No.: I M~:;Oo~~2200 Weather: 3352286 Clear Design Stren!lth (psi): req u ired Cylinder No. Test Date Age (days) Field Gu're (days) 09.0069 1/19/2009 7 09-0070 2/9/2009 28 09.0071 2/9/2009 28 09.0072 3/9/2009 56 Ya-rdage Load; 10 ITo!al: 10 I$UPPlier: Knife River Slump (i'n.): AsrM 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 (pef): ASTM C138 ,Time Cast: 5:10 AM Curing Conditions: Additives: AEA, Hot Water R.esults Reported To: Contractor 5" = 11/2" 5.0% 38 66 6 x 12 ASTM -".......- Compressive Strength Data ASTM C39 5,000 placed 5.000 Lab Cure Diameter or Cross Sect. Arec: Cylinder WT. - Compo Strength Fracture Type Carping Method Oimensions Max. Load (Ibs.) Test Time (days) (inches) (s.;.) (Ibs.) (psi) C617-0J C12J1-0J 6 5.95 27.82 27.7 105,885 3.810 3 1:04 PM X 27 5.99 28.21 27.9 132,235 4,690 3 4:00 PM X 27 5.99 28.21 27.9 131,170 4,650 2 4:07 PM X 55 5.99 28.21 27.8 146,120 5,180 8:52 AM X , , S - Side fractures (at top of bottom) 6 - Top fractu-res (same as its but end of cylinder IS [lo'inted)'. R"':~J~:~~IIY Subm ted, PI' ?i:..~;:Ji es Industries. Inc. Sreve Wilder Laboralory Manager H f-Cone (both ends) 2 - Cone/Vertical Cracks (one end) 3 - Columnar 4-~ biagonal w no cracking at ends Remarks; SET #2 c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 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. lI'ft"tilfi. _lInformation I.~~~ ToBuildOn li!IIglrM ,ra, ,I I dl . CcNI8I. ,,;, ,Ill . 'I'L., .. "j , ,J Client: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield,Ore90n 97477 (541)746-9649 - (541)746-7163 fax March 9, 2009 CCB#176269 G t 1~tj'5 Date: Project No.: 722.80276-22 Proj. Name: Jerry's-McKenzie Field Improvments Location: Placement Data: Material: Concrs"ta Monolithic Concrete Slab on Grade gridline E to J from 1 to 9 Location Sampled At: Hat 1.5 Date Cast: 01/12/09 Date Rec'd: 01/13/09 Ticket No.: I ~;5NOO~~2200 Weather: 3160693 Clear ... a. Desi!1n Stren!1th (psi): required Cylinder No. Test Date Age (days) Field Cure (days) 09.0065 1/19/2009 7 09.0066 2/9/2009 28 09.0067 2/9/2009 28 09.0068 319/2009 56 Yardage Load: 3 Total: .10 Supplier: Knife River 2525 Olympic Street, Springfield, Oregon Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTMC1064 Max Temp (F): Min Temp (F): Specimen Size: B.P. No.: P.O. No.; Cast By: Pete Furlong Field Test Data 51/4" 11/2" 5.5% 38 68 -- .~ 6 x 12 Unit Weight (pcf): ASTM C138 Time Cast: 4:30 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor Compressive Strength Data ASTM C39 5.000 placed 5,000 27.2 99,035 27.4 124,175 27.3 126,065 27.5 144,115 , H 1 ~ Coile (both ends) 2 - ConeNertical CraL;(S (one end) 3 ~ Columnar' 4 - Diagonal wino cracking at ends Remarks: SET #1 c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler Lab Cure Diameter or (days) Dimensions (inches) 6 5.96 27 5.97 27 5.97 55 5.99 ASTM Cross Sect. Area Cylinder WT. Max. load (Ibs.) Compo Strength Fracture Type Test Time (53.) (Ibs.) (psi) 27.20 28.01 28.01 28.21 5 - Side fractures (at top of bottom) Carping Method C617-03 C1231-03 3,550 4,430 2 3 1:00 PM 3:50 PM x X 4,500 I 4 3:56 PM X 5,110 I ...2 8:48AM X 6 - Top fractures (same as #5 but end 01 cylinder is pointed) Respectfully Submitted, P~1efSiO?~J!r:::dUSlries. Inc. 51 fhilder Laboratory Manager THIS REPORT IS PROVIDED FOR THE INFORMATION 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 IjjSllionf;:::l:~n /l!ngc "... ':I,J .~.T;;''''';.J Client: Address: Ms. Lauretta Davies Jerry's Home Improvement PO. Box 2611 Eugene, Oregon 97402 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (54'1)746-7163 fax March 6, 2009 CCB#176269 Project No.: 722-80276.42 c 7- {51~:: B.P. No.: P.O. No.; Cast By: Proj. Name: Jerry's-McKenzie Field Improvments Location: 2525 Olympic Street,'Springfield, Oregon ".'. Placement Data: Material: Concrete Slab D to G between 9 and 10 On out side storage area Location Sampled At: D.5 at 9.5 Date Cast: Ticket No.: 3354098 02/04/09 I Date Rec'd: IMiX No.: I'Weather: 2450V022~0 02/05/09 Clear 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 (pct): ASTM C138 Time Cast: 5:15 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor Yardage Load: 1 Total: 10 IsuPPlier: Knife River .~esign Stren~th (psi); required Compressive Strength Data ASTM C39 5,000 placed 5,000 Cylinder No. 09.0383 09.0384 09-0385 09.0386 Test Date Field Cure (days) Lab Cure (days) Age (days) 2/11/2009 3/4/2009 3/4/2009 H 7 28 28 H 1 Pete Furlong Field Test Data 6" 1112" 5.0% 34" 62" 6 x 12 ASTM Diameter or Cross Sect. Area Cylinder WT. Compo Strength Fracture Type Capping Melhod Dimensions Max. Load (Ibs.) Test Time (inches) (5.1.) (lbs.) (psi) C617-03 C1231-03 5.94 27.73 28.3 120.995 4,360 3 1:00 PM X 5.98 28.11 28.3 149,620 5,320 2 9:24 AM X 5.99 28.21 28.1 158,605 5,620 9:34 AM X 6 27 27 H 3 - Columnar 4 - Diagonal w no cracking at ends -5 -- Side frac ures (at top'of bottom) 6 - Top fra'cture-s (same C',s #S-but end 0 cylinder' is pornled) R~nectfullY Sub ted, p/j ~'~ser es Indus/ries, Inc. S ~ve Wilder Laboratory Manager - u'1 - Cone {both ends} 2 ~- ConeNertical Cracks (one end) Remarks: c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler {I-IIS 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. ''''~.lInformation I,~~~ .7bBuildOn 1&tgA, '" "Jtg. ~ 0 n..cIng Client: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 'Placement Data: Slab on grade from A to D between 9 and 10 location Sampled At: Bat 9.5 Date Cast: 02/05/09 Date Rec'd: 02/06/09 Ticket No.: 1~:5~~~2200 Weather: 3352759 Clear Design Strength (psi): required Cylinder No. Test Date Age (days) Field Cure (days) 09.0425 . 2/12/2009 7 09.0426 3/5/2009 28 1 09.0427 3/5/2009 28 09.0428 H H ~. 1 - Cone (bo'th ends) i- Con",'tVertical tracks (one end) Remarks: c: SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax March 6, 2009 CCB#176269 Project No.: 722-80276-43 Material: Concrete Date: . J . F' d I B.P. No.: ProJ. Name: erry's-McKenzle lei mprovments P.O. No.: Location: 2~25 Olympic Street, Springfield, Cast By: Oregon' . .. .,.- --- - c. S- -17~ 7 Field Test Data 51/2" 11/2" Pete Furlong Slump (in.): ASTM C143 ~ax. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp IF); Min Temp (F): Specimen Size: 5.0% 38" 69' Yardage Load: 1 Total: 10 IsuPPlier: Knife River 6 x '12 Unit Weight (pef): ASTM C138 'Time Cast: 5:15 AM Curing Conditions: Additives: AEA, Hot Water Results Reported To: Contractor ASTM Compressive Strength Data ASTM C39 5,000 placed 5.000 Lab Cure Diameter or Cross Sect. Area Cylinder WT. Camp. Strength Fracture Type Capping.Method (days) Dimensions (s.i.) (Ibs.) Max, Load (Ibs.) (psi) Test Time (inches) C617-03 C12Jl-0J. 6 5.98 28.11 28.2 113,180 4,030 2 2:45 PM X 27 5.99 28.21 28.3 141,905 5,030 3 7:56 AM X 27 5.99 28.21 28.3 151,240 5,360 6 8:03 AM X H 3 ~ Columnar 4 - Diagonal w no cracking at ends 5 - Side frac ures (at top of bottom) 6 - Top fri:lclures (same as #5 but end.ot cylinder is pointed) Re~l~:~u~'y Sub:1:~~ PI' I~al S~dUSlries. Inc. rV Y Steve Wilder Laboratory Manager City of Springfield Chambers Construction - David Bakke Robertson She~ood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 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"'~;l Information ",..,. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: 8" cmu line 9 from G to J and line J from 2 to 9 pilaster top out except very top coarse and column east of line 9. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was placed in accordance with approved design drawings, specifications and RFI #100. 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. All cells were grouted solid. Contractor was asked to notify our office when additional services are needed. To the best of our knowiedge, the work iDspected above was in accordance with the building department approved design, drawings, specifications and applicable workmanship provisions of the International Building Codes. Jvoe of MaNti.aJ Supplier Mix# Slump Air Content Ambient Temperature . Material Temperature Time Placed Design Strength (psi) Number of Samples Total YardaJle Placed Inspector: David Smith, ICC #0877340-84 CCB# 1'76269 Date Performed; Client: February 26, 20.09 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 P.O. No.: Contractor: Type of Inspection: Z4175LD Masonry Report Number: 722-80276-58 Project Name: Jerry's-McKenzie Field Improvements 2525 Oiymplc Street Springfield, or:o~./ 1 {15 Overcast <--- 0 Project Location: Permit No.; Weather; Grout Knife River 247KG3ROOO 9" 420 520 2:30 PM 2,500 6.5 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, r;t{raJ;; Industries, Inc. Raymond Aliperti Project Manager cc: City of Springfield Chambers Construction - David Bakke . - Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND/TS 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 St.. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163 l"'~;l Information II"'. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: February 25, 2009 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-80276.57 Project Name; Jerry's-McKenzie Field Improvements Project Location: 2525 Olympic Stre.et I /" Springfield, Oregon 1;71' ~ t1/{ P.O. No.: Contractor: Type of Inspection: Z4175LD Chambers Construction Masonry Permit No.: Weather: Cloudy, Rain Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: 8" cmu biock for building pilasters at grid lines; J at 1, J at 3, J at 5, J at 7, J at 8, J at 9, Hat 9 and G at 9 from 10' to 14' above finished floor. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was placed in accordance with approved design drawings and specifications. 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. All cells were grouted solid. Cast one (1) set of three (3) solid test prisms. 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 building department approved design, drawings, specifications and applicabie workmanship provisions of the International Building Codes. Tvoe of Ma\l1riaJ Grout. prisms Supplier Knife River Knife River Mix #. 247KG3R000247KG3ROOO Slump 10" 10" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardaee Placed Inspector: Raymond Aliperti, ICC #1017075-84 CCB# 176269 2.00 44" 51" 10:40 AM 1,500 3 Solid 2.00 ---- 44" 51" 10:40 AM 2,500 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, [;iJ~iyS Industries, Inc. Raymond A~ Project Manager cc: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stoiarczyk Metzler Engineering - Scott Metzler 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, WITHOUT THE W~ITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley St. . Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 l".tfl!!!o;lInjormation fI~. .To Build On Engineering . Consulting . Testing CC' DAILY FIELD REPORT Date Performed; March 4, 2009 Report Number: 722-80276-59 Client: Ms. Lauretta Davies Project Name: Jerry's-McKenzie Field Jerry's Home Improvement IrTlprovements P.O. Box 2611 Project Location: 2525 Olympic Street Eugene, Oregon 97402 Springfield, qregon/ ____ P.O. No.: Z4175LD Permit No.: C<{,;,;,'r)~' Contractor: Weather: Overcast Type of Inspection: Masonry Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: fence columns at gridlines A at 9.5, A at 10, B at 10, C at 10, 0 at 10, E at 10, Fat 10, Gat 10, G at 9.7 and G at 9.2 all from 14' to 18' (top of column). Reinforcing steel was checked for grade, size, lap, placement and ciearances where applicabie. Reinforcing steel was placed in accordance with approved design drawings and specifications. 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 manually consolidated. All cells were grouted solid. 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 building department approved design, drawings, specifications and applicable workmanship provisions of the International Building Codes. rvoe of Materlal Grout Supplier Knife River Mix # 247KG3ROOO Slump 10" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Raymond Aliperti, ICC #1017075-88 CCB# 176269 44" 52' 2:30 PM 2,500 5 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~ofes~V\a~ Industries, Inc. ~d Aliperti Project Manager cc: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler THIS REPORT IS PROVIDED FOR THE INFQRMA TIQN 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, IS PROHIBITED. Professional Service Industries, Inc. -1040A Shelley 81.. Springfield, OR 97477. Phone 541n46.9649. Fax 5411746-7163