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chapter 3 rigid pavement - DOT On-Line Publications - Department ...

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Tranavoraa Stool -<br />

SIDE VIEW<br />

Longltudlnal Stool Spacing<br />

l-c 21<br />

FHWA TECHNICAL ADVISORY T 5080.14<br />

June 5, 1990<br />

Tranamrm Steel<br />

FRONT VIEW<br />

TOP VIEW<br />

r bngltudinal Stool<br />

Note: Chalrs should be securely fastened the base.<br />

FIGURE 3 - Combination Chair and Transverse Steel Detail<br />

C. Procedures should be implemented to ensure a uniform base and<br />

subgrade. Soft spots or gradeline variations should be<br />

repaired and corrected prior to concrete placement. Emphasis<br />

should be placed on batching, mixing, and placing concrete to<br />

obtain uniformity and quality. Strict inspection of batching<br />

and mixing procedures is extremely important and may require<br />

rejection of batches because of deviations that may have been<br />

considered minor under previously existing practices. When<br />

placing concrete, adequate vibration and consolidation must be<br />

achieved. This is especially critical in areas of <strong>pavement</strong><br />

discontinuity such as construction or terminal joints.<br />

Automatic vibrators should be checked regularly to ensure<br />

operation at the specified frequency and amplitude and at the<br />

proper location in the plastic concrete. Hand-held vibrators<br />

should be used adjacent to transverse joints. Any concrete<br />

which exhibits signs of aggregate segregation should be<br />

replaced immediately.<br />

d. Inspection procedures are needed to ensure that final<br />

reinforcing splice lengths and patterns, as well as bar<br />

placement, are consistent with the design requirements.<br />

Special precautions should be taken to prevent rebar bending<br />

and displacement at construction joints. When leave-outs are<br />

necessary, they should be constructed in absolute conformity to<br />

3.6.11

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