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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-3 Bend Office (541)330-9155 • Geotechnical Office (503)601-8250 Eugene Office (541)345-0289 Carlson Testing Inc. Tigard Office (503)589-1252 9 Tigard Office (503)684-3460 Daily Report of Reinforced Concrete Client: SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO Project: JASPER-NATRON SCHOOL SITE IMPROVEMENTS CTI Job#: E1301430. Address: QUARTZ AVE & BOB STRAUB PKWY SPRINGFIELD Jurisdiction: SPRINGFIELD CTI representative D. BROWN OBOA 899 was on site this date Jun. 03, 2013 to perform Special Inspection for: permit 811-SPR2013-00624 BUILDING DFS #(s) PO Number: 42162 SCOPE OF INSPECTION CONCRETE 1.Checked in with superintendent or client representative. 1.Mix Design approved? IN Yes No ❑ N/A Name: DAVE Company: BIG J CONSTRUCTION 2. Monitored loads o o arriving at job site for correct: Mix#• 2. Type of work: is Concrete ❑ Reinforcing - Slump 4 +/- 1 0/( .Air 5.0% +/- 1.5% 3. Work included: © Sampling ❑ Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was'IBC' is Continuous ❑ Periodic Number of sets 1 Samples per set 4 5.Work performed: ® In the field Li At precast shop 4. Inspected placing and consolidation of approx. 120 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? x REINFORCING PREVIOUSLY INSPECTED 3. Type, grade.size,quantity,spacing and x condition conform? POURED: 4. Verified forms will nominally result in BASKETBALL COURT SECTION B & D AND THE WEST hardened concrete of the required x PATIO SLAB ON GRADE'S APPROXIMENTLY 120 CUBIC cross-sectional dimensions. YARDS PER ACI 3/8" . 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 x After samples are tested,results will follow on break report. of contact laps,and min. diameter of bends. REPORT SUMMARY 7. Verified support K anchorage of reinforcing ^ steel in the forms. x 1. Work inspected was: ® Completed I I In progress 8. Verified structural embedments in the forms x 2.Completed work inspected was in compliance with with regard to fabrication; quality and type. 9.Verified structrual embedments in the forms ® Approved plans and specifications 0 Shop drawings with regard to weld inspection,quantity,and x ❑ RFI fl Design change 0 Submittal N/A permits issued. 10. Verified cast in place anchors. Document#(s) L2.1 Dated: D.2/06/13 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). 0 Yes El No © N/A 4.Noncompliance item(s)were reinspected this date,details on following page(s). fl Yes D No ® N/A Conform 0 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. DSee additional report page(s). Distribute attachments. Page 1 of 1 Daily Report of Reinforced Concrete For: o /03/2013 CTI Job#: E1301438. 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 CFI'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: 06/06/2013 DEB/KA SPRINGFIELD PUBLIC SCHOOLS - JOHN SARACENO JOHN.SARACENO@SPRINGFI ELD.K12.OR.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