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FHWA TECHNICAL ADVISORY T 5080.17 July 14, 1994 ATTACHMENT 7 TABLE 1 CONTRACTOR'S OUALITY CONTZOL REOUIREMENTS MinimUm OUa itV Control Reairement, Frecruency A. PLANT AND TRUCKS 1. 2. 3. Mixer Blades -..' Scales Tared ;:: Calibrate C. Check Calibration Gauges and Meters,.,- - Plant and Truck a. -Calibrate *- - b. Check Calibration , 4. Admixture‘Dispenser - a. ,Calibrate b. Check Operation and Calibration . . ,- : . . B. AGGREGATES - .' -- '- .._/. -. ‘. 1. Fini Aggregate - ’ ‘I’ 1F ,‘; .: -. Gradation' it: Deleterious Substances C. Moisture 2. Coarse Aggregates ba: Gradation Percent Pasaing No. 200 Sieve . C. Moisture C. PLASTIC CONCRETE 1. Entrained Air Content 2 . Consistency 3; -Temperature 4. Yield : 3.10.54 Prior to Start of yTob and weekly Prior to Start of Job and weekly Daily Prior to Start of Job Weekly Yearly Weekly Prior to Start of Job Daily . . ..- 21 Days Daily Daily 21 Days Daily Daily One Per l/2 Day Operation One Per l/2 Day of Operation One Per l/2 Day of Operation One Per l/2 Day of Operation
48Cl Sum&y of State Highway Practices on Rigid Pavement ‘Joints and Their Performance From Chief, Pavement Division TO Regiorial Federal Highway Administrators Regions l-10 Washington, D.C. 20590 D8N MAY I g 1987 Rwy 10 4ttn of HHD-13 The American Association of' State Highway and Transportation Officials (AASHTO) Subcommittee on Construction is presently preparing a new edition of the AASHTO 'Guide Specifications for Highway Construction.m The AASHTO decided to survey the States' current practices on rigid pavement joints to help rewrite Section 514 titled "3oints..' We agreed to assist them by preparing and then summarizing that survey (spacing, skew, dowel cages, epoxy coated bars, filler material, etc.). Attached for your information is a sumary of the survey results. Please note-there were five State highway agencies that did not respond to the survey. The survey is intended to cover the States' current practices and recent performances with rigjd pa~ccacnt Joints. It may not ntcessarfly reflect each States's current standard tpeciflcations. However, we believe the sumnary contqins worthuhfle information that can be used as a reference tool for highway engineers. We will appreciate your forwarding copies to the division offices. Copies of the survey have already been sent to the State highway agencies by the AASHTO Subcomnittee on Constructton. Any questions or comnents may be dtrected to Mr. Don Voelker of my staff at FTS 366-1333; Attachment 3.11.01 Norman 3. Van Ness
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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
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I-60 Lmqitudinal CrackFnq - l988 in
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ill operatfms were cm@etM by July 1
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US. Deparmenr ol Transpoftarxx Fede
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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
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Page 186 and 187: Quotatims (con’t~ (30); &lignment
Page 188 and 189: We recognize that some States have
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