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57 N. WASHINGTON STREET r "
P.O. BOX 745 LABORATORIES, IIC. f%-
PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-455
NVLAP Accredited for Construction Testing Services 0
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REBAR INSPECTION
111/
11, 111110
CLIENT: O&G Industries PROJECT NO. : 3756
PROJECT: Timothy Edwards Middle School REPORT NO. : 003
DATE: July 7 . 1997 PAGE: 1 of 2
LOCATION: Non-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: N/A
Comments:
Adequacy of firm tie offs: Tied securely prior to concrete
placement
Comments:
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. : 003
July 7, 1997 Page No. : 2 of 2
4. Rebar splicing: N/A
Diameter of laps:
Is wiring adequate?
Comments:
5. Construction joint quality -- cleanliness, water, etc.
Depth: Width: Shape:
Comments:
6. General condition of forms in 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: O&G Industries / S/L/A/M Collaborative / John Collins, South
Windsor Building Official
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