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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-11-19 l ftti;':!.:illnfonnation ~~~ To Build On ,L ,I' , , .. I fig . COIJ8UItIng . JINrtIng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Ms. Lauretta Davies Address: Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Project No.: 722-80276-3 Project: Jerry's-McKenzie Field Improvments Project 2525 Olympic St;;;j". Location: Springfi'eld-'-'Oregon- J Equipment: Troxler: 3430 SN: 61109 ,C,q-- Date Performed: P.O. No.: B.P. No.: Technician: Laboratory Soil / Aggregate Data: Moisture Density Relationship of 135Ibs./cu.ft., at 8% moisture was supplied by supplier for Egge Sand and GraveI3/4"-Q modified. Test No. Approximate Test Location Slab on grade Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 663 OS 3182) _()1): 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746,7163 fax November 19, 2008 Z4175LD Dale Russell Approximate Test Probe Wet Density Dry Density Percent Percent Required Elev. Depth LBS/CU.FT. LBS/CU.FT. Moisture Compaction Compaction 1 20' south of gridline D -1'bfrg 8" 2 intersection of gridlines F and G ~ 1'bfrg 8" 3 .intersection of gridnnes 0 and G I -1'bfrg I 8" Tests performed at l' below finished grade of base rock(bfrg) at listed locations above, Tests were reported to Jason with Egge Sand and Gravel and Jon with Chambers Construction. 144.3 142.7 143.5 c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 135.0 133.6 134.2 Comments 6.9 6.8 6.9 100.0 95% 99.0 95% 99.4 95% Respectfully Submitted Professional 'Service Industries. Inc. K:#1760~ Ray~ V. Aliperti Project Manager THIS REPORT IS PROVlOED 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 WITHOUT TffE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. , "~;lInfol71U1tion "",~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 25, 2008 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-80276-5 Project Name: Jerry's-McKenzie Field Improvements 2525 Olympic Street Springfield, Oregon Project Location: P.O. No.: Type of Inspection: Z4175LD Soils Observation . Weather: Cloudy Field Observations and Comments Met on site with Chambers Construction and Egge Sand and Gravel representatives at 8:30am, 11 :30am, and 3:30pm to observe exposed subgrade soils in the following pad footing excavations: A at 2(11 1/2'), A at 5(7'), A at 7(8'), A at 8(8'), A at 9(8'), B at 9(8'). Ali excavations were performed using a 200LC excavator with a toothed bucket. Exposed subgrade soUsat the base of the footings appeared to be native well graded gravels. All footing excavations were clean and relatively free of loose soil. The number in parenthesis above is the depth of the excavation measured from finished rock grade elevation. All excavations were .filled with imported controlled density fill (CDF) from Knife River with a mix 1.0. number of 24COL3WOHO. 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. Aiso observed continuous footing excavations along gridline 9 from A to J: Depths measured were 9' at . '" H.5, 7 1/2' at G.5, 8 1/2' at F.5, and 8' at D.5. i \ Inspector: Raymond Aliperti CCB #176269 " ( If you have any questions regarding this report, pi ease feel free to contact us at 541-746-9649. Respectfully Submitted, . . ~,rT"'"' David Smith Branch 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 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 541n4~-7163 l...~ ;ZInfonnation ",..,. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: November 26, 2008 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-80276-6 Client: Project Name: Jerry's-McKenzie Field Improvements 2525 Olympic Street Springfield, Oregon Project Location: P.D. No.: Z4175LD Type of Inspection: . Soils Observation Weather: . Cloudy Field Observations and Comments Met on site with Chambers Construction and Egge Sand and Gravel representatives at 8:30am, 11 :30am. and 1 :30pm.1 Footing excavations were performed along gridline J from 1 to 9. Depth to native gravels were measured as follows: J at 8(9'), 1 at H.5(11 '), 1 at G.5(11 1/2'), 1 at F.5(8'), 1 at E.5(T), 1 at D.5(13'), 1 at C.5(1 0 1/2'), 1 at B.5(8'), 1 at A.5(8 1/2'),9 at B.5(7 1/2'), and 1 at A.5(8'). All measurements are from finished rock grade. All excavations were performed 'using a 200LC excavator with a toothed bucket. All footing excavations were clean and relatively free of loose soil. All excavations were filled with imported controlled density fill (CDF) from Knife River with a mix I.D. number 01 24COL3WOHO. 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. Inspector: Raymond Aliperti cce #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, M~r;rK"". David Smith 'Branch 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 CLIENT ONL Y. THE REPRC?DUCTlON 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 INDU~TRIES. IS PROHIBITED. Professional Service Industries, Inc. . lQ4Q-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649. Fax' 541/746-7163 , ' l... ro.Z Information "..,. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: December 1, 2008 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-80276-7 Project Name: Jerry's-McKenzie Field Improvements 2525 Olympic Street Springfield, Oregon Project Location: P.O. No.: Type of Inspection: Z4175LD Soils Observation Weather: Clear Field Observations and Comments Met on site. with Chambers Construction and Egge Sand and Gravel representatives at 8:30am. 11 :OOam. and 1 :30pm to observe pad footing excavations at the following locations: Hat 6(8'), G at 4(8'), Fat 6(10'), Fat 4(10'), Eat 6(9'), E at 4(12'), D at 6(71/2'), D at 4(11'), and continuous footing excavations along gridline A at 6.5(81/2'), 7.5( 7 1/2'), and 8.5(7 1/2'). All measurements are from finished rock grade. The excavations were performed using a 200LC excavator with a toothed bucket. The excavations were filled with imported controlled density fill (CDF) from Knife River with a mix I.D. number of 24COL3WOHO. 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. Inspector: Raymond Aliperti CCB #176269 If you have any questions regarding this report, please feel free to contaCt us at 541-746-9649. Respectfully SUb+~:\ ii7:~ Llt~"OC David Smith Branch 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 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. . 104Q-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649. Fax 5411746-7163 . L "~;lInfonnation ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 24, 2008 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-80276-4 Project Name: Jerry's-McKenzie' Field Improvements 2525 Olympic Street Springfield, Oregon Project Location: P.O. No.: Type of Inspection: Z4175LD Soils Observation Weather: Clear Field Observations and Comments Met on site with Chambers Construction and Egge Sand and Gravel representatives at 8:30am, 11 :OOam. and 3:00pm to observe exposed subgrade soils in the following pad footing excavations: A at 1 (7'), B. at 1 (7'), C at 1 (8 1/2'), D at 1 (11 1/2'), Eat 1 (9 1/2'), Fat 1 (7'), G at 1 (9'), Hat 1(10'), J at 1 (10'), J at 2(10'), J at 3(9 1/2'), J at 5(9'), J at 6(10'), J at 8(10'), J at 9(81/2'), H at 9(9'), G at 9(81/2'), Fat 9(10'), Eat ((71/2'), D at 9(8'), and Cat 9(7'). All excavations were performed using a 200LC excavator with a toothed bucket. Exposed subgrade soils at the base of the footings appeared to be native well graded gravels. All footing excavations were clean and relatively free of loose soil. The number in parenthesis above is the depth of the excavation measured from finished rock grade elevation. All excavations were filled with imported controlled density fill (CDF) from Knife River with a mix 1.0. number of 24COL3WOHO. 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. Inspector: Raymond Aliperti CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649.. Respectfully Su itted, .. Professional S rvice Inc jtries. Inc. ~~ . David Smith Branch Manager c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects.- Scott Stolarczyk Metzler Engineering - Scott MetzlE3r . 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. .Professional Service Industries, Inc. . 1 040-A Shelley Street. Springfield, OR"97477. Phone 541/746-9649 . Fax 541/746-7163 l ft~'.IInfonnation ~~II To Build On """.1,.. 11'.1 .~.'nNdJng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Ms. Lauretta Davies Address: Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Project No.: 722-80276-3 Project: Jerry's-McKenzie Field Improvments Project 2525 Olympic Street Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 61109 Date Performed: P.O. No.: B.P. No.: Technician: Laboratory Soil / Aggregate Data: Moisture qensity Relationship of 135Ibs./cu.ft., at 8% moisture was supplied by supplier for Egge Sand and Gravel 3/4"-0 modified. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 663 OS 3182) Test No. Approximate Test location Slab on grade Probe Depth Wet Density Dry Density LBS/CU.FT. LBS/CU.FT. Approximate Test Elev. 20' south of gridline 0 -1 'bfrg 8" 2 intersection of grid lines F and G -1'bfrg 8" 3 intersection of grid lines 0 and G -1'bfrg 8" Tests performed at l' below finished grade of base rock(bfrgl at listed locations above. Tests were reported to Jason with Egge Sand and Gravel and Jon with Chambers Construction. 144.3 142.7 143.5 c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler .135.0 133.6 134.2 Percent Moisture 1040 ~A Shelley Street Springfield, Oregon 97477 (541)746,9649 - (541)746-7163 fax November 1 g, 2008 Z4175LD Dale Russell Percent Compaction Required Compaction Comments 6.9 6.8 6,9 100.0 95% 99.0 95% I I 99.4 95% Respectfully Submitted Professional Service Indusilies. Inc. 7}B #176~691 Nu.yC V~ Raymond V. Aiiperti Project Manager THIS REPORTfS PROVfOED FOR THE INFORMATIONOF THE CUENTONL Y. THE REPRODUCTJON OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAC TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES_ l'ftifi:!!. ;ZInformation I':"!.:.,;::- To Build On Jfng.." ... ,'ng. eo..uItIng. 11MJting COMPRESSION REPORT Client: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Project No.: 722.80276"8 Proj. Name: Jerry's-McKenzie Fie.ld Improvments Location: 2525 Olympic Street, Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Glenn Meek Jr. Placement Data: M-ater'-al: Concrete Utility line relocation in the parking area pour back at the north side of existing Wilco Building Location Sampled At: See Placement Data Date Cast: 10/29/08 IDate Rec'd: 10/30108 Ticket No.: IMiX No.: IWeather: 58005871 314065 Overcast '- Desi~n Stren~th (psi): 4,000 req u ired Cylinder No. Test Date Age (days) Field Cure (days) 08-3400 '11/5/2008 7 08.3401 11/26/2008 28 08,3402 11/26/2008 28 08-3403 H H 1 Yardage. Load: 1 ITatal: 12 Supplier: Eugene Sand and Gravel . 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 (pet): ASTM C138 Time Cast: 8: 15 AM Additives: Results Reported To: Compressive.Strength Data ASTM C39 4,000 placed SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 5, 2008 CCB#176269 Field Test Data 3 1/2" 3/4" 2.7% 48" 75" 4x8 146.15 Curing Conditions: ASTM Contractor Lab Cure Diameter or Cross Sect~ Area Cylinder WT. Compo Strength Fracture Type Capping Method Dimensions Max. load (Ibs.i Test Time (days) (inches) (5.1.) (Ibs.) (psi) C617-0J C1231-0J 6 3.99 12.51 8.2 51,920 J 4,150 3 10:56 AM X 27 3.99 12.51 8.3 ,69,015 5,520 3 2:45 PM X 27 3.99 12.51 8.3 70,995 .5,680 3 2:49 PM X h 1 - Cone (both -ends) 2 - ConeNertical Cracks (one end) Remarks: c: 3 - Columnar 4 -- Diagonal wIno craking at ends' 5. Side fractures (at top of bottom) City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 6. Top fractures (same as #5 but end at' cylincfer-'fspointedj Respectfully Submitted, )Ofes~V Ser Ices Industries, Inc. R~nd V. Aliperl' Project Manager THIS REPORT IS PROVIDED FOR THE INFORr.jA nON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY 8Y ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL .SERVICE INDUSTRIES.