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Home My WebLink AboutBuilding Field Test & Inspection Report 2008-11-24 l~~.'Infonnation ",..,. .To Build On Engineering . Consulting. Testing ~ 3'1( . (......lJ - ?-'pf3 ~{1~-c.. DAILY FIELD REPORT Date Performed: Client: November 24, 2008 North Star Construction Service 303 N 10th St., #1 Ozark. MI 65271-0326 Report Number: 722-80217-22 , Project Name: Abby's / Sonic Project Location: ~,J vryrllplc Springfield, Oregon PO No.: Type of Inspection: Epoxy Weather: Clear Field Observations and Comments Performed continuous inspection during the installation of 1/2" all thread epoxied anchor bolts in the following locations: Simpson Strong ties HTT16 placed at door frames at Line 3 between Band C; Line 2 between A and B and also C and D as per approved plans dated 03-1 9-08 (a 2.1) detail for Foundation. Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 8 inches. The above listed epoxy anchors were installed using Simpson Set pack EZ epoxy with ICC# 1722. The epoxy anchors were installed in accordance with approved job-site plans and manufacturer's directions. 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 Buildinq Codes. Inspector: Dale Russell CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitt~d, Professional Servic ) Industries, Inc. D~:" J-,.tt David Smith Project Manager cc: North Star Construction City of Springfield 2CS Engneering, Inc. 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 TJ-;IRD PAPfGf~'tl.'.s-M:tIce>rISCTBStMeS/,JtncVllllfi@aoW~e1IelfBfte€f.i1~ekI,f@afW4;T(}~~51f1I1V146~ ~1WMln'WJt'163 lP~fj 1{:I;;;;~n 1In,." .. ,i '.,1 . ConauICfng . 1IMUng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: North Star Construction Service Address: 303 N 10th St., #1 Ozark, Mi 65721-0326 Project No.: 722-80217-12 Project: Abby's I Sonic .Project 2005 Olympic Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 61175 1040 ~ A Shelley Street Springfield, Oregon 97477 (541)746,9649. (541)746-7163 fax CCB #176269 Date Performed: P.O. No.: B.P. No.: Technician: October 14, 2008 Mike Wright. Laboratory Soil / Aggregate Data. Moisture Density Relationship of 135 Ibs./cu.ft.. at 7% moisture, is from ourreport number 722-80217-3, dated 11,21-0Tfrom Coburg Quarry for 3/4"-0 (T,180) Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 724 DS 2880) Test No. Approximate Test Probe EJev. Depth Approximate Test.Locatiori At Gridline 0_1 FG 10" 2 At Gridline B-1 FG 10" 3 AI Gridline A-2 FG 10" 4 IAI Gridline B-3 FG 10" 5 At Gridline 0-3 FG 10" 6 At Gridline C-l FG 10" 7 At Gridline B-2 FG 10" Tests performed at below finished grade of base rock under footing at listed locations above. Tests were reported to Ray. cc: North Star Construction City of Springfield 2CS Engneering, Inc. Wet Density Dry Density Percent Percent Required Comments lBSICU.FT. lBSICU.FT. Moisture Compaction Compaction 138.2 132.2 4.5 97.9 95% 142.3 136.2 4.4 100.9 95% 137.7 131.2 4.9 97.2 95% 136.1 130.1 4.6 .96.4 95% 142.3 134.8 5.6 99.8 95% 146.3 138.3 5.8 102.4 95% 145.6 138.2 5.4 102.3 95% Respectfully Submitted Professional Serv, Oe-olndustries, Inc. ~(~j David Smith Department Manager THIS REPORT is PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TOA THJRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, . Slump (in.): ASTM Ct43 Max. Aggr. Size: A.ir Content: ASTM C231 A.ir Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp IF): Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 11 :30 AM Curing Conditions: Additives: AEA - Hot water - Fiber yellow Results Reported To: Contractor JJ ft~.'Information I,""~. To Build On 1Ji!nfI- ,I I. ~ . C_ 71 -..... . 'RIetIng COMPRESSION REPORT Client: Address: North Star Construction Service 718 7th Ave SW Ozark, MI66721-0326 Project No.: 722-80217-21 Proj. Name: Abby's/Sonic Location: S . f' Id 0 pring Ie , regon . Placement Data: Southside driveway for drive-up window Material: Concrete Location Sampled At: West end of Driveway Dale Cast: 11/07/08 T~~k;~:;~:1 !MiX 3Nlo~~65 Yardage 1 10 11/08/08 Load: Total: Supplier: Eugene Sand & Gravel Date Rec'd: Weather: Overcast Desi!'ln Slren!'lth (psil: Compressive Strength Data ASTM C39 placed 3500 reauired 3.500 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 8, 2008 CCB#176269 Dale: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data 51/4" 3/4" 4.0% 620 730 I 4x8" 1 day field cure, remainder ASTM J Cylinder No. Test Date 08-3527 11i14/2008 I 08-3528 12/5/2008 I 08-3529 12/5/2008 I 08-3530 H I Diameter or Cross Sect Cylinder WT. Compo Strength Fracture Type Capping Method Dimensions Max. Load (Ibs.) Test Time (inches) Area (5.1.) (lb..) (psi) C617-0J C1231-03 3.99 12.51 8.2 42,760 3,420 3 10:14AM X 4.00 12.57 8.4 58,510 4,650 3 11:00AM X 3.99 12.51 8.3 58,395 4,670 3 11:06AM X Field Cure (days) Age (days) Lab Cure (days) 7 28 28 6 27 27 H H u 1 - Cone (both ends) 2 ~ ConeNertical Cracks (one end) 3 _ Columnar Remarks: 4 - Diagonal wIno craking at ends 5 - Side fractures (at top of bollom) c: North Star Construction - Services, LLC Cily of Springfield 2CS Engineering, Inc. I 6 - Topfraclures (same as #5 but end of cylinder is pointed) Re1fUIIY Submi ted, . Pn r sional Sert es Induslries, Inc. ,t{I/JI sfe~en E. Wilder Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT aNt 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"'~;' Information "'~.lTo Build On Engineering. Consulting. Testi"bAIL Y FIELD REPORT Date Performed: October 15, 2008 Report Number: 722-80217-13 Client: North Star Construction SVC Project Name: Abby's/Sonic 303 N 10th SI., #1 Ozark, MO 65721,0326 Project Location: 2005 Olympic Street Springfield, Oregon P.O. No.: Permit No.: Type of Structure: Weather: Overcast Type of Inspection: Reinforcing Steel and Reinforced Concrete Field Observations and Comments . Performed visual inspection of reinforcing steel at the following locations: Inspected reinforcing at the following footings' at gridlines A at 2, B at 2, C at 2, and D at 2 and A to D at 3 prior to placement of concrete. Anchor bolts installed per plan. 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 latest revisions dated 03-19-08. Performed visual inspection during placement of concrete in the locations listed above. Concrete was placed by mixer chute and mechanically consolidated. Cast one (1) set of four (4) (4" x 8") concrete test cyliners. 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 Code. The Contractor was asked to notify our office when additional services are needed. Tv"" of Materi"J Concr"tett1. Supplier Eugene S&G Mix# 313065 Slump 3 1/4". Air Content 5.2% Ambient Temperature 67" Material Temperature 70" Time Placed 3:20 PM Design Strength (psi) 3000 Number of Samples 4 Total Yardage Placed 16 Inspector: Glenn Meeks, Jr. CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully SUbfd' l rofession se~vi:~ /ndlITs, Inc David Smith .: Project Manager cc: North Star Construction City of Springfield 2CS Engneering, Inc. THIS REPORT IS PROVIDED FOR THE INFORMA nON 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.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746.9649. Fax 541/746-7163 'n6.'InfornuJlion 1~~!l7bBuild On I!ng.. ,.,1, . COfISlIIfIng . 1MUns FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746,9649, (541)746,7163 fax CCB #176269 Client: North Star Construction Service Address: 303 N 10th St, #1 Ozark, MI 65721-0326 Laboratory Soil / Aggregate Data: Moisture Density Relationship of 135 Ibs.lcu.ft., at 7% moisture, is from our report number 722-80217-3, dated 11-21-07 from Coburg Quarry for 3/4"-0 (T-180) Project No.: 722_80217-11 Project: Abby's ( Sonic Project 2005 Olympic L9cation: .Springfield, Oregon Equipment: Troxler: 3430 SN: 61175 Date Performed: P.O. No.: B.P. No.: Technician: October 13, 2008 Mike Wright Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 684 OS 2675) Test No: Approximate Test Location Approximate Test Elev. Northeast corner of building pad 2 Northwest corner of building pad '3 South side of building pad I Tests performed at finished grade of base rock at listed locations above. Tests were reported to Contractor with Beckley. FRG FRG FRG Probe Wet Density Dry Density Percent Percent Required Comments Depth LBS/CU.FT. LBS/CU.FT. Moisture Compaction Compaction 10" 144.0 137.0 5.1 98.5 95% 10" 148.2 140.8 5.3 104.3 95% - 10" 145.3 137.8 5.4 102.1 95% cc: North Star Construction City of Springfield 2CS Engneering, Inc. Respectfully Submitted i;;;/I;7'"' David Smith Department Manager THIS REPORT is PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPTlN FUL~ IS PROHIBITED WlmOUT T~IE WRF!TEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. . Slump (in.): ASTM Cf43 Max. Aggr. Size: ,Air Content: ASTM C231 Air Temperature (F): "Material Temp. (F): ASTM CI064 Max Temp IF}: ,Min Temp iF): Specimen Size: Unit Weight (pcf): ASTM C138 Time Cast: 11 :30 AM Curing 'Conditions: Additives: 'AEA - Hot water - Fiber yellow Results Reported To: Contractor C617-0J . C1231-03 8.2 42,760 3,420 3 I 10:14AM X 1 I J I I I 1 1 l"tfI:!!i!'-lIn/onnation ~~. 7bBuild On Eng-" " . lns . c:--IIUng . T... . "J. ." , COMPRESSION REPORT Client: Address: North Star Construction Service 718 7th Ave SW Ozark, MI 66721-0326 Project No.: 722-80217-21 Proj. Name: Abby's/Sonic Location: S . f' Id '0 pring Ie , regon '''~'acement.Data: Southside driveway.for drive-'up window Materiar: Concrete Location Sampled At: West end of Driveway Dale Cast: 11/07/08 Ticket No.: IMiX No.: 58006041 31356S ~ Yardage 1 10 Date Rec'd: Weather: 11/08/08 load: Total: Supplier: Eugene Sand & Gravel Overcast Desiqn Strength (psi): 3500 reauired 3,500 " Cylinder No. Test Date Age (days) Field Cure lab Cure (days) (days) 08-3527 11/1412008-" 7 -I 1 6 08,3528 12/5/2008 1 28 1 '1 I 27 - I I I 08-3529 12/5/2008 28 27 08-3530 H H I 1 H Compressive Strength Data ASTM C39 olaced , Dlameter or Dimensions (inches) Cross Sect. Area (s.i.) Cylinder WT. (Ibs.) Max. load (lbs.J 3.99 12.51 *"1 - Cone (both ends) 2 - ConeNerticalCracks (one end) 3 ~ Columnar Remarks: 4 - Diagonal wino craking a-t ends 5 - Side fractures (at top of bottom) c: North Star Construction - Services, LLC City of Springfield 2CS Engineering, Inc. SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649. (541)746-7163 fax November 25, 2008 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data 51/4" 3/4" 4.0% 62' 73' ' 4x8" 1 day. tield cure, remainder ASTM Compo Strength Fracture Type (psi) Tesf Time Capping Method 6 - Top fractures (same- as #5 but end of cylinder is pain ed) Resp,ctfully ~dl';;~ted,. pr~€AoiICS Industries, Inc. sdJen E. Wilder 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 PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRJES n="::.,Information II:!!.: ::-, To Build On 1/f!Itg, ""'IS. eor.utung . ~ Client: Address: SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649. (541)746-7163 fax' November 21, 2008 CCB#176269 North Star Construction Service 718 7th Ave SW Ozark, MI 66721-0326 Placement Data: Westdriveway slab Project No.: 722-80217-18 Proj. Name: Abby's/Sonic Location: Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Pete Furlong. Material: Concrete Field Test Data 4" 3/4" 3.5% 37" 730 ,~ 'Slump (in.): ASTM Cf43 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 .Max Temp (F): Min Temp IF): -- Specimen Size: Unit Weight (pcf): ASTM Cf38 Time Cast: 7:45 AM Additives: . Fiber Results Reported To: Location Sampled At: Middle of west driveway Date Cast: 10/23/OR Ticket No.: /MiX No.: - 58005696 31306S ,~ DesiRn StrenRth (psi): Cylinder No. 08-3302 08-3303 08-3304 08-3305 Test Date 10/30/2008 11/20/2008 11/20/2008 natf! Rec'd: Weather: Yardage 4 10 1 day fleld cure, remainder ASTM 4x8" Load: Total: Supplier: Eugene Sand & Gravel 1 0/24/08 Curing Conditions: Fog roy w/Nbrthstar 3500 reQuired 3,500 Compressive Str,!ngth Data ASTM C39 placed. ~ Diameter or Cross Sect. Cylinder WT. Compo Strength Fracture Type Capping Method Dimensions Max. Load (Ibs.) Test Time (inches) Area (s.i.) (Ibs.) (psi) C617-03 C1231-0J 3.98 12.44 8.5 43,490 3,500 3 3:30PM X 3.99 12.51 8.5 59,785 4,780 2 1:25 PM X 3.99 12.51 .8.5 62,070 4,960 2 1:30 PM X Age (days) Field Cure (days) Lab Cure (days) 7 28 28 H 6 27 27 ~"1 - Cone (both ends) 2 -ConeNertical Cracks (one end) 3 - Columnar 4 - Diagonal wIno craking at ends 5"- Side fractures (al top of bottom) Remarks: c: 6 ~ Top fractures (same"as #5 but end of cylinder is painted) Resq ~tfully Sub ted, Pro P 'Jlonal Ser es Industries, Inc. Ii Iv Steven E. Wilder. Laboratory Supervisor North Star Construclion - Services, LLC City of Springfield 2CS Engineering, Inc. THIS REPORT /s PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL y: THE REPRODUCTION OF THIS REPORr BY ANY METHOD, AND ITS TRANSMITTAL ro A THIRD PARTY BY ANY MEANS EXCEPT IN'FULL. is PROHiBITED WITHOUT THE WRITTEN . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES