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FEWA TECHNiCAL ADVISORY T 5080.17 July 14, I.994 ATTACHMENT 7 3. 4. Charts: Quality control sampling, testing, and inspection should be an integral part of the contractor's quality control system. In addition to the above requirements, the contractor's quality control system should document the quality control requirements shown in Table 1. The quality control activities shown in Table 1 are considered to be normal activities necessary to control the production and placing of a given product or material at an acceptable quality level. To facilitate the States' activities, all completed gradation samples should be retained by the contractor until further disposition is designated by the State. It is intended that sampling and testing be in accordance with standard methods and procedures, and that measuring and testing equipment be properly calibrated. If -alternative sampling methods, procedures and inspection equipment are to be used, they should be detailed in the Quality‘Control Plan. . . - DW. : The contractor should maintain adequate records of all inspections and tests. The records should indicate the.nature and number of observations made, the number and type of deficienci.es found, the quantities approved and rejected, and the nature of corrective action taken as appropriate. The contractor's documentation procedures will be subject to the review and approval of the State prior to the start of the work and to compliance checks during the progress of the work. All conforming and non-conforming inspections and tests results should be kept complete and should be available at all times to the State during the aerformance of the work. Batch tickets and madation data will be submitted to the State as the work progresses. All test data will be plotted on control charts. It is normally expected that testing and charting will be completed within 48 hours after sampling. 3.10.52
FHWA TECHNICAL ADVISORY T 5080.17 July 14, 1994 ATTACHMENT 7 All .charts and records documenting the contractor's quality control inspections and tests should become property of the State upon completion of the work. 5. Corrective Action: The contractor should take prompt action'to correct conditions which have resulted, or could result, in the submission to the State of materials and products which do not conform to the requirements of the Contract documents. 6. Non-Conforming Material%: 7. -: The contractor should establish and maintain an effective and positive system for controlling non-conforming material, including procedures for its identification, isolation, and disposition. Reclaiming or reworking of non-conforming materials should be in accordance with procedures acceptable to the State. All- non-conforming materials and products should be positively identified to prevent use, shipment, and intermingling with conforming materials and products. Holding areas, mutually agreeable to the State and the contractor, should be provided by the contractor. The State will monitor the performance of the contractor's quality control plan and will perform verification testing to ensure that proper sampling and testing procedures are used by the contractor. The State may shut down the contractors operations for failing to follow the approved process control plan. All acceptance testing will be performed by State personnel. 3.10.53
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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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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
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