Asphalt. FILL: Reddish 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 11 500 450 500 375 350 450 500 550 425 300 350 E* 8-14-10- 13 E* (23) 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 WATER LEVEL: 2017-12-15 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 24.13 23.98 18.59 HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-9
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. 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 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. 1) Asphalt extraction and gradation
2) Asphalt core specific gravity
3) Xxxxxxxx Stability, flow and density on samples molded in laboratory
4) Asphalt mix verification
Asphalt. Furnish asphalt materials meeting the requirements of Item 300, “Asphalts, Oils, and Emulsions.” Furnish Type II or Type III A-R binder in accordance with Section 300.2.9., “Asphalt-Rubber Binders,” as shown on the plans. Furnish a blend design for approval. Include in the design, at a minimum, the following: manufacturer and grade of asphalt cement; manufacturer and grade of crumb rubber; manufacturer, type, and percentage of extender oil, if used; test report on crumb rubber gradation in accordance with Tex-200-F, Part I; design percentage of crumb rubber versus asphalt content; blending temperature; and test results on the properties at reaction times of 60, 90, 240, 360, and 1,440 min. in accordance with Section 300.2.9., “Asphalt-Rubber Binders.” Furnish a new asphalt-rubber blend design if the grade or source for any of the components changes. If a tack coat is specified when using asphalt-rubber, unless otherwise shown on the plans or approved, furnish XXX-0X, XX-0X, or a performance grade (PG) binder with a minimum high temperature grade of PG 58 for tack coat binder. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use. If required, verify that emulsified asphalt proposed for use meets the minimum residual asphalt percentage specified in Item 300, “Asphalts, Oils, and Emulsions.”
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. Bituminous binder absorbed by the aggregate C4 R 397 / test
Asphalt. Contractor and Republic shall identify areas of asphalt at the Transfer Stations that require repair or replacement as of the commencement of this Agreement and shall work together to effect such repairs or replacements. Thereafter, Republic shall be responsible for the maintenance and repair of all asphalt turn around areas, landings, driveways and access areas. Contractor shall use street tracks on all track-mounted dozers used at the Transfer Stations and shall use all available means to prevent unnecessary damage to asphalt surfaces when running track-mounted equipment. Extra care should be used when turning track vehicles to minimize damage to those surfaces.
