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Table 5-7 Table 5-8 Table 5-9 Table 5-10 Table 5-11 Table 5-12 Table 5-13 Table 5-14 Table 5-15 Table 5-16 Table 6-1 Table 6-2 Table 6-3 Table 6-4 Table 6-5 Table 6-6 Table 6-7 Table 6-8 Table 6-9 Table 6-10 Table 6-11 Table 6-12 Table 6-13 Table 6-14 Table 6-15 Table 6-16 Table 6-17 Correlation Between Relative Density, CPT Cone Resistance, and Angle of Internal Friction for Clean Sands (after Meyerhof 1976) ......................................................... 125 Unconfined Compressive Strength of Particles for Rockfill Grades in Figure 5-12......................................................... 126 Empirical Values for Unconfined Compressive Strength, qu, and Consistency of Cohesive Soils Based on Uncorrected N- Value (after Bowles 1977) .............................................. 129 Estimating Soil Modulus, Es, Based on Soil Type (after AASHTO 2014)..................................................................131 Estimating Soil Modulus, Es, from SPT N value (after AASHTO 2014)..................................................................132 Estimating Soil Modulus, Es, from Cone Resistance, qc (after AASHTO 2014) ......................................................... 132 Usual Types of Soft Rocks (after Kanji 2014). ...................... 139 Coefficients of Variation for Geotechnical Properties and In- SituTests (afterDuncanandWright2005)..........................141 Pile Foundation Decisions Influenced by Subsurface Information ........................................................................ 143 Information Included in Geotechnical Data Reports (after Brown et al. 2010) .............................................................. 144 Timber Piles Technical Summary ........................................ 157 Steel H-Piles Technical Summary ....................................... 158 Steel Pipe Piles Technical Summary ................................... 159 Precast, Prestressed Concrete Technical Summary ............. 160 Monotube Pile Technical Summary ..................................... 161 Tapertube Piles Technical Summary ................................... 162 Composite Piles Technical Summary................................... 163 Preservative Retention Requirements (after Collin 2002) ...... 195 Pile Type Selection Based on Subsurface and Hydraulic Conditions. ........................................................................ 198 Pile Type Selection Based on Pile Shape Effects. ................ 199 CALTRANS, 2014 Contract Cost Data................................. 200 FDOT 2015 Historical Cost Information................................ 201 INDOT 2015 Unit Price Summaries ..................................... 202 MDSHA Price Index Published July 2015............................. 203 2015 NCDOT Bid Quantities and Averages .......................... 204 2015 PennDOT Bid Quantities and Averages....................... 205 TxDOT 12-Month Project Bid Averages ............................... 206 xiiPDF Image | Design and Construction of Driven Pile Foundations
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