Texas DOT Experience with Prefabricated Bridge ... - MCEER

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Connection Block Mock-Up
Concrete Mix Results • 8” Slump Achieved • 20 Hr. Strength = 4,822 psi >3.0 ksi • 7- Day fc = 9,125 psi • 28- Day fc = 9,960 psi >3.6 ksi • Max. Temp. = 154° F
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Texas DOT Experience with Prefabric
Page 7 and 8:
Benefits of Prefabricated Construct
Page 10 and 11:
Redfish Bay Precast Caps Nueces Cou
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Page 20: Pierce Elevated • Precast deck pa
Page 25 and 26: Sponsored Research •Various conne
Page 27 and 28: Grout Pockets • Technique - preca
Page 29: Bolted Connection • Technique - d
Page 32 and 33: Serviceability Guidelines • beddi
Page 34 and 35: Connection Details • min. connect
Page 36 and 37: Research Report 1748-2 • Contains
Page 39: Lake Ray Hubbard Precast Caps Rockw
Page 47 and 48: Plan View of Project PHASE 1 CONSTR
Page 49 and 50: Cross-Section of New Structure
Page 51 and 52: Bent Cap Design
Page 53 and 54: Service Level Section Behavior Crit
Page 55 and 56: Precast Connection Design
Page 57 and 58: Cap Fabrication • Construction ac
Page 59 and 60: Concrete Specification Requirements
Page 61 and 62: Concrete Work Plan • Type III Por
Page 63: 5’x5’ Connection Block Mock-Up
Page 67 and 68: Grout Mixing
Page 69 and 70: Flow Cone Test
Page 71 and 72: Bedding Layer Evaluation
Page 77 and 78: Storage
Page 79: Cap Placement
Page 86 and 87: LP340/SH6 at IH35 Complete Prefabri
Page 88 and 89: Construction Sequence
Page 90 and 91: Closure Strip
Page 92 and 93: Simulated Bearing Seats
Page 94 and 95: Transverse Screed
Page 96: Forming Closure Strips
Page 102: Remove Form
Page 105 and 106: Research Project 4122 “Developmen
Page 107 and 108: Prefabricated Columns
Page 110: Elevation Control
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Texas DOT Experience with Prefabricated Bridge ... - MCEER

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