CORRECTIONS MADE BY BRIDGE QUALITY ASSURANCE DIVISION ON 12-10-2010
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Chief Bridge Engineer Approval
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DEC. 21 2010
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APPROVED METHOD IS TO DESIGN IN ACCORDANCE WITH DM4 5.14.1.2.7eP WHICH STATES: - A SIMPLE SPAN ANALYSIS FOR NON-COMPOSITE DEAD LOAD AND - THE MORE CRITICAL OF EITHER A CONTINUOUS SPAN ANALYSIS ASSUMING FULL CONTINUITY, OR A SIMPLE SPAN ANALYSIS ASSUMING COMPLETE LOSS OF CONTINUITY FOR COMPOSITE DEAD LOAD AND LIVE LOAD (WITHOUT CREEP AND SHRINKAGE EFFECTS) USE OF FULL CONTINUITY DESIGN PER DM4 5.14.1.2.7dP AND DM4 5.14.1.2.7eP MUST BE APPROVED BY THE CHIEF BRIDGE ENGINEER AT THE T.S.&L. STAGE.
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DEC. 21 2010
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DEC. 21 2010
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DEC. 21 2010
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CORRECTIONS MADE BY BRIDGE QUALITY ASSURANCE DIVISION ON 12-10-2010
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USE A CAULK LISTED IN BULLETIN 15, SECTION 705.8(b).
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(DEBONDING SLEEVE)
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(ASTM A709, GRADE 50)
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(ASTM A108, SEE PUBLICATION 408, SECTION 1105.02(c)3)
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HOLE DIAMETER AS REQUIRED BASED ON DIAMETER OF PLASTIC DUCT AND STRAND ANCHOR HEAD. SEAL PLASTIC DUCT TO ANCHOR PLATE AND COUNTER SINK HOLE AS REQUIRED FOR ANCHOR HEAD.
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DEC. 21 2010
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DEC. 21 2010
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DEC. 21 2010
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DEC. 21 2010
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DEC. 21 2010
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, TYPE A,
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CORRECTIONS MADE BY BRIDGE QUALITY ASSURANCE DIVISION ON 12-10-2010
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FROM A SOURCE LISTED IN BULLETIN 14 OR APPROVED BY MTD.
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DEC. 21 2010
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11. INCLINED TUBE BLEED TEST - GROUT BLEEDING SHALL NOT EXCEED 0.3% OF THE INITIAL VOLUNE OF THE GROUT AFTER THREE HOURS KEPT AT REST. THE INLINED TUBETEST SHALL BE PERFORED WITH EN 445.
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INCLINED TUBE BLEED TEST
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MAX 0.3% OF INITIAL VOLUME OF GROUT AFTER 3 HOURS
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EN 445
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(F) FILLERS ARE NOT PERMITTED IN GROUT.
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TESTING AND ACCEPTANCE (A) TESTING FACILITIES AND EQUIPMENT
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CORRECTIONS MADE BY BRIDGE DESIGN AND TECHNOLOGY DIVISION ON 10-31-13 ON THE GROUT REQUIREMENTS TO MEET STATE OF PRACTICE
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CORRECTIONS MADE BY BRIDGE QUALITY ASSURANCE DIVISION ON 12-10-2010
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DO NOT ALLOW ICE IN THE GROUT MIXTURE.
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DEC. 21 2010
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DEC. 21 2010
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(L) INSPECTION CRITERIA REQUIRED BY FHWA
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NO EARLIER THAN 24 HOURS AFTER GROUTING, PROBE AND PICK THE GROUT WITHIN ANCHORAGE OUTLETS AND ALL HIGH POINT OUTLETS TO IDENTIFY THE PRESENCE OF SOFT GROUT. SOFT GROUT IS CONSIDERED ANY GROUT THAT IS UNHARDENED. IF SOFT GROUT IS FOUND CEASE ALL GROUTING OPERATIONS AND NOTIFY THE DEPARTMENT REPRESENTATIVE.
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CORRECTIONS MADE BY BRIDGE DESIGN AND TECHNOLOGY DIVISION ON 10-31-13 ON THE GROUT REQUIREMENTS TO MEET STATE OF PRACTICE
![arXiv:0705.0106v3 [cond-mat.other] 21 Dec 2010](https://img.pdfslide.us/doc/110x75/61bd45c461276e740b112109/arxiv07050106v3-cond-matother-21-dec-2010.jpg)
