Vallecito Dam Construction Project
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Looking into piezometer terminal well
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Looking down into piezometer terminal well, showing pump, valves, and gauge. Refer to Drawing No. 191-D-227, Test apparatus installation., Original photo number: Pine R - 130 a, b, & c
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Looking toward left abutment
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Looking toward left abutment from sta. 14+60 in cut-off trench. Excavation for trench across the river is complete and ready for refilling., Original photo number: Pine R - 061
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Looking toward left abutment (1)
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Looking toward left abutment along alignment of secondary cut-off trench from axis station 16+00. The trench has been refilled with compacted embankment in foreground., Original photo number: Pine R - 147
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Looking toward left abutment (2)
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Looking toward left abutment from end of secondary cut-off trench opposite station 16+50, showing embankment placing operations in old river channel., Original photo number: Pine R - 150
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Looking toward left abutment (3)
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Looking toward left abutment from station 16+50. Placing impervious embankment in old river channel., Original photo number: Pine R - 091
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Looking toward left abutment along upstream face
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Looking along upstream face of dam toward left abutment from station 24+00. Bulldozer is being used to place riprap after being dumped from trucks. Note small average size of pieces compared with hat in foreground., Original photo number: Pine R - 032
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Looking toward left abutment from concrete plant
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Looking toward left abutment from top of concrete mixing plant. Smoke is caused by clearing operations on left side of river. Material being rolled in foreground is the semi-pervious (No. 3) section of the dam., Original photo number: Pine R - 116
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Looking toward right abutment
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Looking toward right abutment in bottom of cut-off trench from station in 10+50. Note sand deposit on left side., Original photo number: Pine R - 124
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Looking toward right abutment
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Looking toward right abutment from station 19+50, 30 ft. right of axis at the upstream No. 2 section of embankment. To the right of this section are piled the cobbles recovered from one lift of embankment in the upstream part of No. 2 zone. This section was approximately 50 feet wide when the photograph was taken., Original photo number: Pine R - 105
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