Looking toward right abutment from sta. 0+00. (Photographic Point No. 3). Average elevation of embankment in foreground is 7626. Embankment placing operations have been suspended for this season. Refer to Pine R - 244.

Looking toward right abutment from axis, station 0+00. (photographic Point No. 3). Note excellent condition of embankment for hauling equipment.

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.

Looking along axis toward right abutment from sta. 0+00. (Photographic Point No. 3). Cutoff trench excavation in right foreground is nearly completed. Refer to Pine R - 132.

Looking toward right abutment from axis station 0+00. (Photographic Point No.3).

Looking toward right abutment from axis sta. 0+00. (Photographic Point No. 3). The three zones of Earth embankment are clearly defined by the different shades of material. Beginning with the dividing the light and dark material in the center of dam, to the right is the upstream (or mixed) No. 2 section grading into the No. 1; to the left Is the downstream (clay) No. 2 section grading into the No. 3 section where the roller is seen working at left....

View of dam looking along axis toward right abutment from sta. 0+00. (Photographic Point No. 3).

Looking toward right abutment along upstream face of embankment. Tractor is lowering loaded truck down the slope at station 9+00.

Close-up of one awl of test pit excavated in No. 1 zone of embankment at station 22+25, 97 feet upstream from axis of dam. Purpose of pit was to determine percentage of plus 5-inch stones remaining in materials.

Sheeps-foot roller compacting upstream No. 2 material at station 20+25, 30 ft. upstream from dam axis. The moisture content of this material is approximately 1.5% below optimum moisture.