ST0001-EM010808
CREEKVIEW DRIVE & FREEPORT PARKWAY PROJECT (ST00-01)
CONSTRUCTION MATERIALS TESTING ESTIMATE
Site Preparation
Approximately 3000 C.Y. of fill material will be placed in two locations (15-foot depth
and 6-feet depth). (Assumed 1 FDT per 8" lift in each location)
1.Nuclear Density Test ………………………………..31/each
2.Standard Proctor Test .………………………………..1/each
3.Atterberg-limit Test ……………………………………1/each
Mechanical Lime Stabilization
Approximately 19,000 S.Y. ( 3705 L.F.) of subgrade will be mechanically lime
stabilized. (Assumed 1 FDT and Gradation for each 300 L.F.)
1.Nuclear Density Test ..……………………………..12/each
2.Standard Proctor Test ………………………………..3/each
3.Atterberg-limit Test ..…………………………………3/each
4.Gradation ..……………………………………………12/each
Concrete Testing
A total of 20,200 C.Y. will be placed. (Assumed 1 set of 4 cylinders each 150 C.Y.
plus another 25% for hand-pours)
1.Concrete Compression Tests …………………..670 cylinders
Utilities
Storm Sewer- (A total of 815 L.F. and assumed average depth of 5' and 1 FDT per
each 8" lift.)
Water Line - (A total of 2810 L.F. and assume an average depth of 3.5' and 1 FDT per
each 8" lift.) (A total of 850 L.F. and assumed an average depth of 6' and 1 FDT per
each 8" lift.)
1.Nuclear Density Test ..……………………………..93/each
2.Standard Proctor Test ………………………………..5/each
3.Atterberg-limit Test ..…………………………………5/each
HMAC
Approximately 1550 S.Y. of HMAC will be placed.
1.Asphalt Extraction Type "D" .……………………..1/each
2.Asphalt Extraction Type "B" ….……………………1/each
Sidewalks
A total of 3530 L.F. of sidewalk will be constructed. (Assume 1 FDT for each 300
L.F.)
1. Nuclear Density Test ………………………………12/each