Asphalt. TS-355 Asphalt roofing and tanking shall be executed by an approved specialist using mastic asphalt to BS 988. TS-356 The asphalt shall be applied in the thickness and number of coats described in the in BOQ, with each successive coat breaking joints at least 300mm (12") and with properly formed angles, double angle fillets and fair edges. TS-357 Joints of blockwork shall be raked out and all vertical surfaces hacked for key.
Asphalt. Asphalt will be sampled in accordance with ASTM D 140 (Standard Practice of Sampling Bituminous Materials).
Asphalt brown silty sand - trace to with gravel Compact reddish brown silty sand TILL - trace to with gravel End of Borehole - standpipe installed * "E" denotes environmental sample collected SS 1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 SS 9 SS 10 SS 11 500 250 550 500 450 450 375 375 450 400 375 E* 20-17-12- 12 E* (24) 10 20 30 40 50 60 70 80 Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression CLIENT: XXXXXX XXXXXX ISLAND TRANSPORTATION, INFRASTRUCTURE & ENERGY LOCATION: MCCANNEL ROAD BRIDGE (Q3-039), ROUTE 255, QUEENS CO., PE PROJECT No.: 173134 DATUM: GEODETIC DATES: BORING 2017-12-14 TO 2017-12-15 WATER LEVEL: - BH SIZE: HW/HQ ELEVATION (m) REC. SOIL (mm) BLOWS / 150 mm (N VALUE) UNDRAINED SHEAR STRENGTH - kPa DEPTH (m) 20 40 60 80 SOIL/BEDROCK DESCRIPTION W W W NUMBER OTHER TESTS P L WATER CONTENT & ATTERBERG LIMITS DYNAMIC PENETRATION TEST, BLOWS/0.3m STANDARD PENETRATION TEST, BLOWS/0.3m 24.27 24.07 20.31
Asphalt a. No changes to any existing asphalt pavement are proposed, except such cutting, removal and repair as may be necessary for the installation of the new recessed truck well at the SW corner of the building.
Asphalt. CONCRETE
a) Full-time inspection to evaluate compliance with the improvement plans of record, details, specifications, the SSPWC, and this chapter.
b) Inspection at the plant may be required by the RTC Administrator or the EOR to monitor oil content, aggregate grading, mineral filler content and temperature.
Asphalt xxxxx gravel with sand (road gravels) FILL: Reddish xxxxx silty sand - trace to with gravel - to grey sand with gravel at a depth of 1.8 m - geotextile fabric at 3.3 m depth Very loose grey silty SAND - trace to some wood fibers Compact reddish xxxxx silt sand: TILL - trace clay End of Borehole SS 1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 100 450 600 500 75 300 50 450
Asphalt. All old road material shall be removed. Area between surface cut and rail shall be leveled and free of all foreign material (mud, dirt, trash, etc.). Existing road surface should be milled to eliminate poor existing conditions. Asphalt base material should be placed in at least 2 equal lifts and compacted. Asphalt surface material may be placed in 1 lift and compacted to height of top of rail. A key edge shall be made and tack applied to existing road surface. A minimum of 20’ runoff should be included for all traffic directions. Final roadway surface shall not allow standing water, seams must be thoroughly rolled, and edges compacted tight. Asphalt to extend and wrap around outer edges of rail seal. All excessive or extra asphalt must be properly disposed of by contractor.
Asphalt. City will initially pay the cost of asphalt materials and labor for the Road Improvements. Although City will initially pay for such costs, Developer shall be responsible for reimbursement to City for such costs. The Parties agree the actual costs to be reimbursed to City by Developer for the asphalt materials and labor shall include the actual costs incurred by City for asphalt materials used toward the Road Improvements and the actual expenses incurred by City for (1) the labor of non-City employees including contractors and subcontractors, (2) transportation, (3) taxes, (4) ensuring compliance with local, state, and federal public works laws and regulations, and (5) all other services and facilities necessary for the execution and completion of the Road Improvements.
Asphalt. Tenant acknowledges that the asphalt surface applied at the Facility is of high quality and repairs thereto are very costly. Xxxxxx agrees to so advise the Participants, and will monitor and control all activities which may result in damage to asphalt surfaces. Tenant will further take such reasonable steps as are necessary to protect and maintain these asphalt surfaces. Such steps may include requiring Participants: to place flat boards under jack stands in order to spread loads, especially during high temperature conditions; to refrain from driving pegs such as those retaining tents and awnings into asphalt surfaces; and ensuring prompt clean- up of all gas, oil, hydraulic, brake, and other fluids. Tenant will pay the Company an amount equal to $100.00 per square foot for all asphalt damage sustained during the Event.
Asphalt. FILL: Reddish xxxxx silty sand - trace to with gravel Very loose to loose reddish xxxxx silty SAND with gravel - trace to some wood fibers Compact reddish xxxxx silty sand with gravel: TILL - trace clay End of Borehole SS 1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 75 450 500 450 150 25 50 500
