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Home My WebLink AboutBuilding Field Test & Inspection Report 2009-11-9 i "~.IInfonnation I~~'! To Build On 16..lr',. I, I ',.. . Corner -lit... . ......... Client: Address: Jamie Lockwood New Hope Builders 32724 Berlin Road Lebanon, OR 97355 Placement Data: Slab on grade ~ COMPRESSION REPORT SPRINGFIELO OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax O~t~: _, , -'- N~~ej!i~T,Wl, 2009 CCB#176269 !!:.P ~ No..j~.q ~'Q::L:IJ P.O. No.: Cast By: Glenn Meek Jr Project No.: 722-90118-24 Proj. Name: FMC-OS of Springfield Location: 304:aStreet;:::7 Eugene, Oregon lTield Test Data 4" 3/4" Material: Concrete 09-2185 10/19/2009 09-2186 11/9/2009 09-2187 11/9/2009 09-2188 Hold I ... 1 - Cone (both ends) 2 - ConeNertical Cra{ ,s (one end) 3. Columnar 4 - Diagonal wIno cracking at ends Remarks: Set #2 cc: New Hope Builders - scolt@newhopebuilders.com City of Springfield Location Sampled At: Slab on grade 25' south of north end Oate Cast: 10/12/09 Date Ree'd: 10/13/09 Ticket No.: !MiX No.: Weather: 3460888 40NE5200 Clear Oesi!'ln Stren!1th (osi): required 4,000 Cylinder No, Test Date Age (days) Field Cure lab Cure (days) (days) 7 6 28 27 28 1 27 H H Yardage 13/10 160 Slump'(in.): ASTM Cf43 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 Cf38 Time Cast: 10:15 AM Additives: Results Reported To: I 590 630 4x8 Load: Total: ISUPPlier: Knite River Cyrlng Conditions: ASTM. Contractor Compressive Strength Data ASTM C39 olaced 4,000 ,. Diameter or I Dimensions Cross Sect. Area Cylinder WT. Max. Load (ibs.) Compo Strength F t T H Test Time Capping Method (Inches) (5,1,) (Ibs.) (p~l) rac ure ype C617 C1231 4.02 12.69 8.8 67,340 5,~10 3 2:06 PM X 4.00 12.57 8.8 96,455 7,670 3 9:30 AM X 4.00 12.57 8.8 94,100 7,490 3 9:36 AM X l 5 - Side frac ures (at top of bottom) 6. - Top fra'ctures (same as #5 but end of cylinder is pointed) . R~t:~:~~IIY submitted, prAi2i;J!t-:ndustries, Inc. Seven E. 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. i l. "'~,' , lInrfiormation ...~. . ~~If': To Build On Illng' , "." . ~. r"",,, "-I Client: Address: Jamie Lockwood New Hope Builders 32724 Berlin Road Lebanon, OR 97355 Placement Data: Slab on grade COMPRESSION REPORT Project No.: 722-90118-25 Proj. Name: FMC-DS of Springfield Location: 304 Q St!eill Eugene, Oregon MaterI31:'.Concrete Location Sampled At: Slab on 9rade 10' south of north end Date Cast: 10/12/09 Date Rec'd: Ticket No.: IMiX No.: Weather: 3460890 40NE5200 10/13/09 Ciear Desiqn Strenqth (psi): reQuired 4,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 09-2189 10/19/2009 7 6 09-2190 11/9/2009 28 27 09-2191 11/9/2009 28 27 09-2192 Hold H H 1 Yardage Load: 15/10 lTotal: 160 IsuPPlier: Knife River Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM G231 A.ir Temperature (F): Material Temp. (F): ASTM CI064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pel): ASTM Cl38 Time Cast: 10:50 AM Additives: Results Reported To: Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions (inches) \d2-- SPRINGFIELO OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax COate:_: NO}em_ber 9, 2009 CCB#176269 B.P..No.._ (;'9\-$-\-:1 I P.O. No.: Cast By: Glenn Meek Jr F,ield Test Data 43/4" 3/4" 59' 66' 4x8 Curing Conditions: ASTM Contractor J Cross Sect. Area Cylinder WT. (5.1.) (Ibs.) , Max. Load (Ibs.) comPip~~;ength Fracture Type *. Test Time Capping Method 4.01 12.63 4.00 12.57 4.00 12.57 I I I I 5 - Side fractures (at lop of be Hom) 8.6 62,120 83,155 81,720 8.6 8.6 ** 1 - Cone (both ends) 2 - ConeNertical Crae ~s (one end) 3 ~ Columnar 4 - Diagonal wino cracking al ends Remarks: Set #3 cc: New Hope Builders - scott@newhopebuilders.com City of Springfield C617 C1231 4,~20 3 2:02 PM X 6,~10 3 9:18AM X 6,500 2 9:22 AM X , 6 - Top fr .clures (same as #5 but end of cylinder is pointed) , R~Ts~:~UIlY submitted, PI r~n~se vice Industries, Inc. stiiven E. 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.....~.IInformation I"'!!'~~ 7b Build On .....111...."-.. . CD .., IIA.. . 11 ". j 'd Client: Address: Jamie Lockwood New Hope Builders 32724 Berlin Road Lebanon, OR 97355 Placement Data: Slab on grade COMPRESSION REPORT SPRINGFIELD~CE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Oate:__ ,. November_9, 2009 CCB#176269 CB.F!.No.:GJ;l.~'tl-.J'-:::L J P.O. No.: Cast By: Glenn Meek Jr Project No.: 722-90118-26 Proj. Name: FMC-DS of Springfield Location: ,304 Q Slre.etJ Eugene, Oregon ILoad: Total: Supplier: Knife River 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): 3pecimen Size: Unit Weight (pel): ASTM C138 Time Cast: 10:50 AM , Additives: Results Reported To: Field Test Data .43/4" 3/4" Material: Concrete. "Location Sampled At: 35' north of south end Date Cast: 10/12/09 Date Rec'd: 10/13/09 Ti~~~~~;~ IM~0~OE:5200 Weather: Clear Oesiqn Strenqth (psi): reauired 4.000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 09-2181 10/19/2009 7 6 09-2182 11/9/2009 28 27 09-2183 11/9/2009 28 27 09-2184 Hold H H 59" 66" Yardage 3/10 160 4x8 Curing Conditions: ASTM ContraCtor Compressive Strength Data ASTM C39 placed 4.000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength F t T ". Dimensions Max. load (Ibs.) Test Time (Inches) (s.l.) (Ibs.) (pf') rac ure ype 4.02 12.69 8.7, 64,725 5,1,00 3 1:51 PM 4.00 12.57 8.7 91,285 7,~60 3 9:10AM 4.00 12.57 8.7 90,565 7,200 3 9:15AM Capping Method C6l7 C1231 x x X i 5 - Side frac ures (at top of bottom) 6, - Top fractures (same as #5 but end of cylinder is pointed) Re ctfully submitted, Pr SiOna?~dUSlries, Inc. Seven E. Wilder Laboratory Supervisor .....--1 ~ Co"ne"(bo'th"emdsf i - ConeNertical Cracks (one end) 3 - Columnar 4 - Diagonal wino cracking at ends Remarks: Set #1 cc: New Hope Builders - scott@newhopebuilders.com City of Springfield ; 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. i 1 iI. Jt illlnfonnation ~~. To Build On I ,,;. '. ".1. ConsultIng . ..... , FIELD DENSITY R~PORT SOIL AND SOIL-AGGREGATE Client: Jamie Lockwood Address: New Hope Builders 32724 Berlin Road Lebanon, OR 97355 Projecl No.: 722-90118-28 Project: FMC . OS of Springfield Project 304 Q Street, Location: EUgene, Ore9~m Equipment: Troxler: 3430 SN: 28693 Date Performed: P.O. No.: . -- r- -~B:P. !!o_~ Technician: Laboratory Soil / Aggregate Data:' Moisture Density Relationship of 126.8Ibs.lcu.ft., at 13.7% moisture. was furnished by clleflt, Delta S & G for 3/4"-0 T-99. c tdL 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 -(541)746-7163 fa, cca #176269 November 5, 2009 C-~~m1.. Anthony Deiuca Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 666 DS 2645) , Percent Required Comments CompBf:.=tion Compaction 98.4 95% parkinQ lot 99.9 95% parkinQ lot Test No. Approximate Test Location Approximate .Test Probe Wet Density Dry Density Percent Elev. Depth LBSfCU.FT. LBS/CU.FT. Moisture NW corner of parking 2 3D' E of NW corner 3 N E corner Tests performed at finished grade of base rock at locations listed above. Test results were verbally reported to Sue (DS&G). FRG FRG FRG 8" , 8" 130.9 132.1 128.4 124.8 126.6 122.0 8" cc: New Hope Builders - scot!@newhopebuilders.com City of Springfield - 4.9 4.3 5,3 96.2 950/. Respectfully Submit! Us~ona~ice \ WV'yl- - \ Smith Branch Manager oarkina lot d ndU3!c. Rr:/i ,." 1010/1 / "" <::, f) J/Jll..q THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CUENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, ANO ITS TRANSMITTAL TO A THIRD PARTY BY ANY 11EANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. I l"'~;lInformation ,.,~. .To Build On Engineering. Consulting . Testing ~ DAILY FIELD REPORT Oate Performed: Client: October 27, 2009 Report Number: 722-90118-27 Jamie Lockwood New Hope Builders 32724 Berlin Road Lebanon, OR 97355 Project Name: FMC-OS of Springfield , . , , 304 Q Street Project Location: ' Eugene, Oregon Building Permit NO.:~e'G.:":~ Shopl Field: Field Weather: '.. Showers Contractor: Fabricator: Type of Inspection: Welding Inspection Field Observations and Comments Performed periodic visual inspection of the following items: Welds at drive-thru beam to column and column to base plates reference details 3 and 9/5400. Note: Lu June bolts are in twist-oft condition at coiumn to beam locations. Weldments were inspected for size, length, profile, and locations. To the best of our knowledge, the work inspected is in conformance with a!>proved drawinos: soecifications: and aoolicable D1.1 codes. Inspector: Oavid F. Smith, ICC# 0877340-85 eBB #176269 If you have any estions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Su ~: David Smith Branch Manager ~~~~D~~ ~ l NOV 1 7 2009 .:d THIS REPORT 1$ PROVIDED FOR THE INFORMA nON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY MB"HOD, 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.. lQ40-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541{746.7163