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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-6-5 .. L~tP!: · ..., ~l \rJllu^ Page 1 of 1 11~'II[ltI;'I~~'~;.lllli_ I Geotedmical & Construction Services Daily Field Report Client: Mr. Bret Fox Project: First Tech Credit Union Date: 06-05-07 Skyview LLC 1810 Pioneer Parkway W Project No,: 2077077 515 W. Pickett Circle Springfield, Oregon Report No,: E16469 SUite 400 Inspector: A. Fenstermacher Salt Lake City, UT 84115 10 No.: 5258882-49 Inspection of: Reinforcing Steel Weather: Showers Continuous Inspection: 0 Contractor: Hyland Construction BP No,: COM2007 -00369. Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel for perimeter continuous and pad footings and interior pad footings. Reinforcing steel was checked for size, grade, laps, quantities, locations. ties, clearances and supports. At the time of inspection approximately 25% of the anchor bolts and hold-downs were in-place. A final inspection will be performed prior to concrete placement. Dave Shaw (Hyland) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 02-09-07, revision dated 04-18-07, addendum dated 05-08-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: ~~;:~er Technical Manager c: Hyland Construction City of Springfield Affolter, West & Jones MLM:jm This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7'3) r-NV ComelAvenue' ColvaJlis, Oregon 97330. phone(541) 757-4698, fax (541) 757-2991 . 29540 B Airport Road . Eugene. Oregon 97402 . pha:e (541) 684-J849 ' fax (541) 684-0851 ~tr~~ ':'7 ~l Page 1 of 1 , (I~' Ilmt:th\.' :f~'1lI11 till! Geotechnical & Construction Servioes Daily Field Report Client: Mi. .Bret Fox Project: First Tech Credit Union Date: 06-06-07 Skyview LLC 1810 Pioneer Parkway W Project No,; 2077077 515 W. Pickett Circle' Springfield, Oregon . Report No,: E-16480 Suite 400 Inspector: R. Marjama Salt Lake City, UT 84115 10 No,: 5235029-49 ICC InspeCtion of: Reinforced Concrete Weather: Overcast Continuous Inspection: D Contractor: John Hyland Construction BPNo.: COM2007"00369 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for perimeter continuous footings, . five (5) interior column spread footings and two (2) exterior spread footings for canopy columns. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire and supported above grade. Observed the placement of 30.0 cuJyds, of Knife River 3000 psi concrete (Mix 30-1N) in areas listed above. Concrete was' placed by pump and was mechanically consolidated, Cast one (1) set of four (4) 6" x 12" concr~te test cylinders, Dave Shaw (Joh'n Hyland Construction) was notified of on-site test results: slump 4 1/2"; concrete temperature 68F; air temperature 58F. Mr. Shawwas asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected was in accordance with plans dated 02-09-07 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: fh.-t.~ . Michael L. Meyer Technical Manager ,c: John Hyland Construction - (e-mail) Affolter, West & Jones - (e-mail) City of Springfield MLM:jw This report and/or enclosed test data is.the confidential property of the clientto" whom it is addressed and pertains to the specific process and/or material evaluated. As such. information contained herein shall not be reproduced in part or full and/or any part the~eof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NW Com~1 Avenue' Corvallis, OregOn 97330 . phore (541) 757-4698 . fax (541) 757-2991 29540 B )\jrport Road' Eugene. Olegon 97402 . phone (541) 684-J849: fax (541) 684-J851 A~rp. ~ ~7tt ~ II~'I Ii' I tf:t1 ~I~'~: IlllliU CLIENT Cw~c";',rlical & Construction Servioes . Compressive Strength of Concrete . (ASTM C 39) Mr. Bret Fox Skyview LLC 515 West Pickett Circle Suite 400 Salt Lake City, Utah 84115 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED TEST DATE 06-13-07 07-04-07 07-04-07 Hold AGE (DAYS) 7 28 28 REMARKS: PROJECT First Tech Credit Union 1810 Pioneer Parkway E Springfield, Oregon DATE PROJECT NO. REPORT NO. 06-.13-07 2077077 5175 B.P. NO. COM2007 -00369 06-06-07 3000 psi 3000 psi 2430N15200 CAST BY 06-07-07 DATE RECEIVED SPECIMEN SIZE SUPPLIER .MAX SIZE AGG, AIR CONTENT 2 TICKET NO, 2951710 SLUMP 41/2" 680 F YARDAGE . 10.75 OF 30.00 TIME 8:35 AM 580 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Perimeter continuQus footings, 5 interior column spread footings, 2 exterior column spread footings fqr Canopy, East side continuous footing. R Marjama 6" x 12" SACKS CEMENT MBI 3/4" AREA (IN.') 27.99 AVERAGE STRENGTH (PSI) TYPE OF FRACTURE" D WEfGHT (LBS) 28.3 TOTAL LOAD (LBS) 76000 COMPRESSIVE STRENGTH (PSI) 2720 TIME OF TEST 8:30 AM .. A - Cone B - Cone/Split C - Cone Shear 0 - Shear E - Columnar Dave (Hyland Construction) was advised of on-site test results. Reviewed By: A.;(.~ Michael L.~ Meyrf! T echnicaJ Manager c: John Hyland Construction - (e-mail) Affolter, West & Jones - (e-mail) Knife River City of Springfield MLM:jm RECEIVED JUN 1 8 1007 , This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, jnformation contained herein shall not be reproduced in part or full and/or ally part thereof be disclosed without" FE! Testing '& Inspection, Inc.'s written authorization. 700 tfN OimellAvenue' Cavalis, Q-egon 97330, phone (541) 757-4698 . fax (541) 757-2991 29540 B Airport Road . Eugene, Q-egon 97402, phone (541)684-J849 . fax (541)684-3851