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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-21 Bend Office (541)330-9155 Geotechnical Office (503)601-8250 Carlson Testing, Inc. Salem Office (503)589-1252 Salem m Officce (503)589-1252 Tigard Office (503)684-3460 Daily Report of Reinforced Concrete p �p Client: SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENOQ© `� Q14-4 Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS CTI Job#: E1301439. Address: QUARTZ AVE & BOB STRAUB PKWY SPRINGFIELD Jurisdiction: SPRINGFIELD CTI representative R. LEE OBOA 619 was on site this date Jun. 21, 2013 to perform Special Inspection for: Permit 811-SPR2013-00624 BUILDING/2013-00012 LAND USE DFS#(s) PO Number: 42162 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? ® Yes No E N/A Name: DAVE Company: BIG J CONSTRUCTION 2. Monitored loads arriving at job site for correct: p y' Mix#: 314065 2. Type of work: © Concrete © Reinforcing Slump 4" +/- 1" %Air 5 +1- 1.5 3. Work included: © Sampling © Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was'IBC' © Continuous Periodic Number of sets 1 Samples per set 4 5. Work performed: ® In the field At precast shop 4. Inspected placing and consolidation of approx. 50.0 cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines,elevations (floors)and drawing details]: 1. Reviewed previous inspection reports? x 2. Forms clear of debris? OBSERVED PLACEMENT AND CONSOLIDATION OF 4000 PSI x CONCRETE WITH 5.5% AIR AND 5" SLUMP FOR LOCATION 3.Type,grade, size,quantity,spacing and x condition conform? BELOW. PLACEMENT OF CONCRETE BY PUMP. 4. Verified forms will nominally result in hardened concrete of the required x cross-sectional dimensions. 5. Verified location of reinforcing steel,pipes, conduits and sleeves with respect to x minimum concrete cover. 6. Verified type and location of splices, length After samples are tested,results will follow on break report. of contact laps, and min. diameter of bends. x 7. Verified support&anchorage of reinforcing REPORT SUMMARY steel in the forms. x 1. Work inspected was: © Completed ❑ In progress 8. Verified structural embedments in the forms x 2. Completed work inspected was in compliance ith with regard to fabrication,quality and type. © Approved plans and specifications y �tShop drawings 9. Verified structural embedments in the forms l��l pi P `v r>l with regard to weld inspection, quantity, and x I I RFI I I Design change ❑ Submittal ❑ N/A permits issued. ti 10.Verified cast in place anchors. x Document#(s) L2.1, L7.1 Dated: 05/01/13 Description of structure inspected [to include grid lines, 3.Noncompliance item(s)were noted this date,details on elevations(floors)and drawing details]: following page(s). ❑ Yes No © N/A REBAR CHECK FOR SIDEWALK/PLAYGROUND AREA 4.Noncompliance item(s)were reinspected this date,details on following page(s). ❑ Yes E No © N/A Conform ❑ Remain in progress Report(s) findings were discussed and left with DAVE of BIG J CONSTRUCTION Based on the Code,approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. See additional report page(s). Distribute attachments. Page of Daily Report of Reinforced Concrete For: 06/21/2013 CTI Job #: £1301438. Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fi without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared.No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. David Smith Reviewed By: Project Manager Project Manager Review Date: 06/24/2013 RL/ANA SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO JOHN.SARACENO@SPRINGFIELD.K12.0R.uS TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT BRANCH ENGINEERING - GREG MOWER GREGM @BRANCHENGINEERING.COM ROBERTSON/SHERWOOD ARCHITECTS - SCOTT STOLARCZYK SSTOLARCZYK @ROBERTSONSHERWOOD.COM CAMERON MCCARTHY LANDSCAPE - LARRY GILBERT FAX/541-485-7389 89970 HWY 99N,EUGENE OR