Appendix_3.pdf
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Appendix 3
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| File | Type | Posted |
|---|---|---|
| Appendix_1.pdf | ||
| Appendix_2.pdf | ||
| RFQ_Solicitation_No_DTFH6115Q00006-0001.pdf | ||
| Appendix_2.pdf | ||
| Appendix_1.pdf | ||
| RFQ_Solicitation_No__15Q00006.pdf | ||
| Appendix_3.pdf |
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Appendix 3: Sample FHWA Research Library Record
Tag Field 03522cam 2200493Ka 4500 000 ocm37776799 001 OCoLC 003
20140723112821.2 005 971013s1986 txua bt 000 0 eng d 008 #a14714879 019 #a(OCoLC)37776799 #z(OCoLC)14714879 035 #aWDT#beng#cWDT#dIKM#dOCLCQ#dOCLCO#dDMY#dOCLCF#dFHATR 040 #an-us-tx 043 #aMAIN 049 #aTX 372-1F 050 4 #aFHWA/TX/60+372-1F(revised) 088 #aThe effect of tire pressures on flexible pavements /#cby Freddy L. Roberts ... [et al.]. 245 0 4 #aEffects of tire pressures on flexible pavements 246 1 4 #aCollege Station, Tex. :#bTexas Transportation Institute ,#c1986. 260 #avii, 235 p. :#bill. ;#c28 cm. 300 #atext#btxt#2rdacontent 336 #aunmediated#bn#2rdamedia 337 #avolume#bnc#2rdacarrier 338 #aResearch report ;#v372-1F 490 1 #aSponsored by Texas State Department of Highways and Public Transportation , Transportation Planning Division under contract no.#b2-8-83-372.
#aAlso available online. 530 #aFinal report;#bSep. 1982-Aug. 1986. 513 #aIn cooperation with the Department of Transportation, Federal Highway Administration. 500 #bResearch study number 2-8-83-372. 536 #aThis study includes the results of (1) a field study to determine the tire inflation pressures currently being carried by Texas highways, (2) a literature and analytical study to determine what tire contact pressures are actually being applied by modern tires to pavements, and (3) an analytical study to evaluate the effect of those contact pressures on the stresses and strains in typical Texas flexible pavements. Descriptions of the analytical studies include discussions of the finite element computer program used to model the tire carcass and the flexible pavements. The tires included in the analytical study included both truck and passenger car tires operated at typical loads and inflation pressures. The field study showed that tire inflation pressures are much higher on the road than those typically used in design procedures or even in analysis. Truck tire pressures average between 95 and 100 psi on the road and 75-80 psi typically used in design. However, these high truck tire inflation pressures translate to contact pressures in the range of 150 to 200 psi. The effect of these high contact studies show that, for pavements typical of the Texas Farm to Market System, the thin, flexible surfaces or thick stiff surfaces offer the best protection against these high contact pressures.
#aIncludes bibliographical references. 504 #aIntroduction -- Tire pressures on Texas highways -- Effect of tire pressure and load on pavement contact pressures -- Analysis program -- Evaluation of the effects of tire pressures on flexible pavements -- Conclusions and recommendatios -- References -- Appendices.
505 2
#aPavements#xLive loads. 650 0 #aPavements, Flexible#xTesting. 650 0 #aTrucks#xTires. 650 0 #aFlexible pavements.#2trt 650 7 #aTire pressure.#2trt 650 7
#aRoberts, Freddy L. 700 1 #aTexas.#bState Department of Highways and Public Transportation. 710 1 #aUnited States.#bFederal Highway Administration. 710 1 #aTexas Transportation Institute. 710 2 #aResearch report (University of Texas at Austin. Center for Transportation Research) 830 0 #uhttp://tti.tamu.edu/documents/372-1F.pdf 856 4 1 #aC0#bFHATR
Appendix 3: Sample FHWA Research Library Record
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