Sunburst Recovery Inc

Company Information
Address 30640 Moffat Avenue Po Box
2129
Steamboat Springs, CO, 80477


Information

DUNS:

# of Employees: N/A


Ownership Information

Hubzone Owned: N

Socially and Economically Disadvantaged: N

Woman Owned: N



Award Charts




Award Listing

  1. ELECTROMAGNETIC GAGE MEASUREMENT OF COUPLING IN JOINTED ROCK

    Amount: $49,988.00

    IN SUPPORT OF EXISTING AND PROPOSED NUCLEAR TESTLIMITATION TREATIES, IT IS INCREASINGLY IMPORTANT THAT IMPROVED METHODS FOR UNDERSTANDING AND PREDICTING THE SEISMIC COUPLING OF NUCLEAR DETONATIONS BE ...

    SBIRPhase I1991Defense Advanced Research Projects Agency Department of Defense
  2. EXPERIMENTAL DETERMINATION OF SEISMIC COUPLING IN HARD ROCK

    Amount: $49,942.00

    N/A

    SBIRPhase I1990Defense Advanced Research Projects Agency Department of Defense
  3. ELECTROMAGNETIC GAGE TECHNIQUES FOR HEST MEASURMENTS

    Amount: $49,821.00

    DATA ON THE RESPONSE OF MATERIALS AND STRUCTURES TO NUCLEAR WEAPONS IS CRITICAL TO THE IMPROVED DESIGN OF WEAPONS AND DEFENSE SYSTEMS. MUCH OF THIS DATA IS OBTAINED IN HIGH EXPLOSIVE SIMULATION (HES) ...

    SBIRPhase I1988Defense Threat Reduction Agency Department of Defense
  4. DIRECTED-ENERGY FRACTURE FOR UNCONVENTIONAL GAS RECOVERY

    Amount: $50,000.00

    MOST EFFORTS TO INCREASE PRODUCTION FROM UNCONVENTIONAL GAS RESOURCES IN THE UNITED STATES REQUIRE SOME FORM OF WELLBOREOR FORMATION FRACTURING TO INCREASE THE FLOW OF GAS TO THE WELLS. BOTH EXPLOSIVE ...

    SBIRPhase I1988Department of Energy
  5. ELECTROMAGNETIC GAGE TECHNIQUES FOR DYNAMIC TENSILE FRACTURE

    Amount: $40,000.00

    ELECTROMAGNETIC GAGE TECHNIQUES ARE IDEALLY SUITED TO MEASURING THE DYNAMIC TENSILE FRACTURE OF A BROAD VARIETY OFMATERIALS. AS ELECTROMAGNETIC SENSING ELEMENTS CAN BE CONSTRUCTED OF ANY CONDUCTING MA ...

    SBIRPhase I1987National Science Foundation
  6. CONTROLLED FRACTURE TECHNIQUES FOR CONTINUOUS D DRILL AND BLAST

    Amount: $358,000.00

    THE COMMERCIAL APPLICATION OF SMALL CHARGE, CONTINUOUS DRILLAND BLAST AND SYSTEMS HAS NOT BEEN REALIZED PRIMARILY BECAUSE OF THE HAZARDS AND OPERATIONAL PROBLEMS DERIVING FROM THE (ALBEIT SMALLER) EXP ...

    SBIRPhase II1986National Science Foundation
  7. PULSED WATER JETS, GENERATED BY CUMULATIVE NOZZLE DEVICES, HAVE A PRESSURE-TIME BEHAVIOR WHICH CAN CAUSE ROCK TO FAIL BY THREE DISTINCT MODES: MECHANICAL CRUSHING, HYDRAULIC EROSION AND LARGE-SCALE PROPAGATION OF FLUID PRESSURIZED CRACKS.

    Amount: $40,000.00

    PULSED WATER JETS, GENERATED BY CUMULATIVE NOZZLE DEVICES, HAVE A PRESSURE-TIME BEHAVIOR WHICH CAN CAUSE ROCK TO FAIL BY THREE DISTINCT MODES: MECHANICAL CRUSHING, HYDRAULIC EROSION AND LARGE-SCALE PR ...

    SBIRPhase I1984National Science Foundation
  8. CONTROLLED FRACTURE TECHNIQUES FOR CONTINUOUS D DRILL AND BLAST

    Amount: $34,000.00

    N/A

    SBIRPhase I1983National Science Foundation

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