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FHWA TECHNICti ADVISORY T 5080.17 July 14, 1994 ATTACHMENT 6 9. 10. 11. (cl Two spaces available Source of Materials: (a) Steel Wire and Strand (manufacturer) lb) Cement (type and brand name) (cl Coarse Aggregate (producer and location) Cd) Sand (producer and location) (e) Retarder (brand name) (f) Form Oil (type and name) (9) Reinforcing Steel (producer) Type of concrete mixing facilities: mixed at plant Ready Mix concrete (a) Are concrete batching facilities adequate to ensure good quality and sufficient quantity to avoid delays under all working conditions? Yes No Testing equipment available: (check applicable blanks) (a) Plastic cylinder molds No. Available (b) Slump Cone (cl Air content device _ (pressure volumetric ‘\ (d) Facilities for testing cylinders available at (proposed location) 3.10.48
12. Requirements for steam cure method: FHWA TECHNICAL ADVISORY T 5080.17 July 14, 1994 ATTACHMENT 6 (a) Three (3) recording thermometers available (b) Temperature record charts (cl Adequate temperature control valves (1) What are the increments of spacing of control valves? 13. Are facilities available for proper protection and handling of component materials in storage? (Rate 0S*8 if satisfactory, "U'* if unsatisfactory, and I*NA** if not applicable) 14. 15. (a) Wire and/or strand lb) Reinforcina steel id Structural-steel .(d) Cement W Coarse Aggregate (f) Sand . ; ._.% Is there a suitable shelter (at least 14 square meters floor space,- facilities for lights, heat, desk(s), etc.) available for the inspector's use? Personnel present during inspection of plants: Producers/Contractors Highway <strong>Department</strong> 3.10.49
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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
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TABLE 3. RANDOM SAMPLING SEQUENCE F
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.FICURE 1. COWEURAT?ON AND NuMBml;
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: __ APPENDIX A. DETAILED DATA FOR
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FHWA TECHNICAL ADVISORY T 5080.14 J
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FHWA TECiNICAL ADVISORY T 5080.14 J
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l.onghJdinal SECTION A-A onalmclion
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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. REFE
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CASE STUDY - CONTINUOUSLY REINFORCE
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serve as a leveling course, to corr
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v. Details of Field Review It was n
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practice, chloride contents above 1
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pavement is constructed, we also re
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Sing1 e Lane Longitudfnal Bat CRCP
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LATERAL LOAD DISTRIBCTION AND THE L
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PURPOSE This paper summarizes data
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.A thxd study was ?e?ormed 5~ :he S
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__. Table 2. Encroachments on outsi
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The results presented by Ezery :\*e
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from the siab edge. The number of t
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-1 5 13 19 25 31 37 43 49 55 51 6i
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.A ::cleoier:Cai ?'.'3iU2::0:: Oi 5
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.M~&$iU~eTle~t!S and eStZbliSkfXl t
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Photos 5 k 6 - Two examples of wide
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0 ,A KC pavement that is widened 18
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13. Gordon K. Ray, ‘Concrete Shou
Page 125 and 126: I-60 Lmqitudinal CrackFnq - l988 in
Page 127 and 128: ill operatfms were cm@etM by July 1
Page 129 and 130: US. Deparmenr ol Transpoftarxx Fede
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Page 139 and 140: L 2 R'RWA TECEXICAL ADVISORY T 5080
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Page 149 and 150: 7i%iA TZCHKICAL ADVISCRY T 5C80.17
Page 153 and 154: 1. Platerials FHWA TECHNICAL ADVISO
Page 155 and 156: 3. Mixins B. Batchers (1) (2) (3) (
Page 157 and 158: 1. 2. 3. 4. 5. FHWA TECHNICAL ADVIS
Page 159 and 160: 8. TEMPERATURE CONTROL FHWA TECHNIC
Page 161 and 162: 1. SUBBASE TRIYMING FHWA TECHNICAL
Page 163 and 164: 12. 13. 14. TRUCK REGUIREMENTS FHWA
Page 165 and 166: 16. THICKNESS TEST FHWA TECHNICAL A
Page 167: 25. 26. (cl (d) FHWA TECHNICAL ADVI
Page 171: IO IS 20 25 x> Air temp., OC To use
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Page 179 and 180: RSQUIREMENTS 1’. General Retireme
Page 183: 48Cl Sum&y of State Highway Practic
Page 186 and 187: Quotatims (con’t~ (30); &lignment
Page 188 and 189: We recognize that some States have
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