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e 50; S I I a n M 0 n ! n Maximum Strains at MN<strong>DOT</strong> Test Stations .“\ 1-A\ 10 - 1 m. I 25.4mm Edge Strain in Laboratory Test Slab 1 O-rich (254 mm) Slab Tied Kay Aeferen’ce $6 10k (MSkN) Whea Load
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3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9
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h. The most common types of pavemen
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Fidh'X TECHSiC.AL .AL1L~!SC!?'r' T
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F!-ih'.A TECHN1C.U XDI'IS3RY T 5010
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TABLE 3. MAXIMUM RECOMMENDED TIEBAR
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?%‘.4 TECHWIC.4L ADVISORY T 3040.
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. C ‘i!\‘*A . . T’ECHSIC4L .U
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CH!\‘.?l TECZSIC'.AL ADVISORY T 5
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TIEBAR PULL-OUT TESTS Proper consol
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'1iK.A TECHNICAL XDVISCIRY T 5040.3
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TECHNICAL PAPER 89-03 -- Benefits o
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critical, as the restraint forces d
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TECRWICAL PAPER 89-04 -- PREFORMED
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maximum expansion. This will allow
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When sealing a width of two lanes o
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BXAHPLB B: The State elects to chan
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References 1. l'Design and Control
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Based on Kansas Standard Plan 707.2
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SlJbJect- Dowel Bar Inserters Date
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Dowel Bar Placement: pechanical Ins
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TABLE OF CONTENTS Abstract . . . .
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In July of 1988 this need for addit
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_i -. Corinu Procedure: A metal det
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PLACEMENT TOLERANCE SPECIFICATIONS
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placing dowels in a satisfactory cl
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ar inserter. On the first inserter
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extensive searches if a problem is
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SUMMARY AND CONCLUSIONS (continued)
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TABLE 1. DESCRIPIIOR OF PROJECYS IW
Page 63 and 64: TABLE 3. RANDOM SAMPLING SEQUENCE F
Page 65 and 66: .FICURE 1. COWEURAT?ON AND NuMBml;
Page 67: : __ APPENDIX A. DETAILED DATA FOR
Page 70 and 71: FHWA TECHNICAL ADVISORY T 5080.14 J
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Page 76 and 77: l.onghJdinal SECTION A-A onalmclion
Page 83: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. REFE
Page 86 and 87: CASE STUDY - CONTINUOUSLY REINFORCE
Page 88 and 89: serve as a leveling course, to corr
Page 90 and 91: v. Details of Field Review It was n
Page 92 and 93: practice, chloride contents above 1
Page 94 and 95: pavement is constructed, we also re
Page 96 and 97: Sing1 e Lane Longitudfnal Bat CRCP
Page 99 and 100: LATERAL LOAD DISTRIBCTION AND THE L
Page 101 and 102: PURPOSE This paper summarizes data
Page 103 and 104: .A thxd study was ?e?ormed 5~ :he S
Page 105 and 106: __. Table 2. Encroachments on outsi
Page 107 and 108: The results presented by Ezery :\*e
Page 109 and 110: from the siab edge. The number of t
Page 111 and 112: -1 5 13 19 25 31 37 43 49 55 51 6i
Page 113: .A ::cleoier:Cai ?'.'3iU2::0:: Oi 5
Page 117 and 118: T?&e se Oi ?XieF.LeC TaL’e- . ..e
Page 119 and 120: lack coior of the asuhait shoulder.
Page 121 and 122: BIBLIOGRXPHY I. A.‘ Taragin, “L
Page 123: 0 . Memorandum Washinqton, D.C. 205
Page 126 and 127: sin= ttre State ear&r had sme amams
Page 128 and 129: A 3.9.6
Page 132 and 133: FHWA TECHNICAL ADVISORY T 5080.17 a
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FHWA TECHNICAL ADVISORY T 5080.17 J
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FX'WA TECHKICAL ADVISORY T 5080.17
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FHWA TECHNICAL ADVISGRY T 5080.17 J
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5.. FHWA TECHNICAL ADVISORY T 5080.
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12. Requirements for steam cure met
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FEWA TECHNiCAL ADVISORY T 5080.17 J
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(7). (8). (14). [ii,‘- . -_, (17)
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-_ sm=t. FtOm e-. .: TO. Bondbreake
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_ . The use of polyethylene sheetin
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