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HomeMy WebLinkAbout100 Arnold Way (57) `�����t��t►/lirrr NDEPENDENT MATERIALS TESTII�. ��°4�°'��'t�r%�'''- 57 N. WASHINGTON STREET P f� P.O. BOX 745 LABORATORIES, IN PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-§4 NVLAP Accredited for Construction Testing Services �Ly\`\`�. REBAR INSPECTION ����fllltt►t����� CLIENT: O&G Industries PROJECT NO. : 3756 PROJECT: Timothy Edwards Middle School REPORT NO. : 004 DATE: July 8 1997 PAGE: 1 of 2 LOCATION: Seismic Piers Supporting Temporary Classrooms INSPECTOR: Chris Wickson Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: Sections were in accordance with design specifications 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Bar was clean free of rust and oil 3 . Positioning of Rebar: Good Use of chairs: Adequate coverage cage centered in sonotube as required - Comments Adequacy of firm tie offs: Good Comments: Tied securely prior to concrete placement Are dowels in place now?: No Yes N/A Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the Items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Timothy Edwards Middle School Project No. : 3756 Report No. : 004 July 8, 1997 Page No. : 2 of 2 4. Rebar splicing: Diameter of laps: Is wiring adequate? Comments: N/A 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6. General condition of forms iA. place: Cleanliness: Good Oiled: Yes: No: ✓ Conditions: Free of dirt and standing water Comments: 7. Quality of formwork: Trueness in 3611 • Plumbness in 3611 : Good Line Straightness: Good Bracing: Tight fill around sonotubes Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: Sonotubes were of correct diameter and depth 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: - . pc: 0&G Industries / S/L/A/M Collaborative / John Collins, South Windsor Building Official ka