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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> TABLE III-2 <br /> SUMMARY OF BORING PROGRAM <br /> Approximate Total <br /> Boring Ground Elevation1 Depth <br />Boring No. Location (Feet) (Feet) <br />C-l Dam Axis 4583 60.0 <br />C-2 Dam Axis 4560 77 .5 <br />C-3 Dam Axis 4485 68.0 <br />C-4 Dam Axis 4525 127 .5 <br />C-5 Dam Axis 4550 80.0 <br />B-1 Upstream of Axis 4540 81.0 <br /> Right Abutment <br />B-2 Upstream of Axis 4555 66.0 <br /> Right Abutment <br />B-3 Upstream of Axis 4530 72.5 <br /> Left Abutment <br />B-4 Upstream of Axis 4510 70.5 <br /> Right Abutment <br /> <br />lElevations interpolated from the USGS 7.5 minute, Dearfield, Colorado, <br />quadrangle map. All elevations are relative to Mean Sea Level (MSL) based <br />on USGS datum. <br /> <br />c. Backhoe Test Pits <br /> <br />Test pits were excavated using a tractor-mounted backhoe to explore <br /> <br /> <br />the potential borrow materials at the location shown on Figure 111-3. <br /> <br /> <br />The test pits ranged in depth from 4 to 12 ft. Excavation and logging of <br /> <br /> <br />many of the test pits were hampered by a very shallow depth to the water table <br /> <br /> <br />and the granular nature of the soils. <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />The test pit exploration program was conducted and supervised by an <br /> <br /> <br />experienced geotechnical engineer. A continuous log of the materials en- <br /> <br /> <br />countered was recorded and the soils were classified according to the Unified <br /> <br />1II-13 <br />