Reconstruction of kenilworth ave ne, from north bound east capitol street ramp to the csx railroad bridge overpass, south of nannie helen burroughs ave.

We propose to perform the standard penetration testings borings in accordance with astm d-1586 using a geoprobe 7822 dt track mounted drill rig . We will be drilling usung3 1/4 inch id, 7 5/8 inch o. D. Hollow stem augers to drill the foot test borings (sb-1 through sb4). The augers will also be the outer casing. We will sample every 2 1/2 feet to feet, andevery 5 feet thereafter driving a 2 inch outside diameter splitspoon sampler . We will drive the sampler in 3 successive 6 inch increments with a 1 pound hammer ,free falling a distance of inches

We propose to perform the standard penetration testings borings in accordance with astm d-1586 using a geoprobe 7822 dt track mounted drill rig . We will be drilling usung3 1/4 inch id, 7 5/8 inch o. D. Hollow stem augers to drill the foot test borings (sb-1 through sb4). The augers will also be the outer casing. We will sample every 2 1/2 feet to feet, andevery 5 feet thereafter driving a 2 inch outside diameter splitspoon sampler . We will drive the sampler in 3 successive 6 inch increments with a 1 pound hammer ,free falling a distance of inches

We propose to perform the standard penetration testings borings in accordance with astm d-1586 using a geoprobe 7822 dt track mounted drill rig . We will be drilling usung3 1 4 inch id, 7 5 8 inch o. D. Hollow stem augers to drill the foot test borings (sb-1 through sb4). The augers will also be the outer casing. We will sample every 2 1 2 feet to feet, andevery 5 feet thereafter driving a 2 inch outside diameter splitspoon sampler . We will drive the sampler in 3 successive 6 inch increments with a 1 pound hammer ,free falling a distance of inches