ASPHALT
HAZARDTEXT ®
Information to help in the initial response for evaluating chemical incidents
-IDENTIFICATION
SYNONYMS
ASPHALT ASPHALT, at or above its flashpoint ASPHALT CEMENTS ASPHALT, CUT BACK ASPHALT FUMES ASPHALTIC BITUMEN ASPHALT PETROLEUM ASPHALTUM BITUMEN BITUMENS, ASPHALT BITUMINOUS MATERIALS, ASPHALT BLOWN ASPHALT CUT BACK, ASPHALT OR BITUMEN JUDEAN PITCH MINERAL PITCH MINERAL RUBBER PETROLEUM ASPHALT PETROLEUM BITUMEN PETROLEUM FUMES PETROLEUM PITCH PETROLEUM REFINING RESIDUES, ASPHALTS PETROLEUM ROOFING TAR PITCH ROAD ASPHALT ROAD TAR TRINIDAD PITCH ROAD ASPHALT (CUT BACK) ROAD ASPHALT, LIQUID ROAD TAR, LIQUID TAR (ASPHALT)
IDENTIFIERS
SYNONYM REFERENCE
- (CHRIS , 1992; HSDB , 1992; Lewis, 1992; RTECS , 1992)
USES/FORMS/SOURCES
Asphalt is used in paving, road-coating, roofing, sealing and joint filling, special paints, adhesive in electrical laminates and hot-melt compositions, diluent in low-grade rubber products, fluid loss control in hydraulic fracturing of oil wells, medium for radioactive waste disposal, pipeline and underground cable coating, rust-preventive hot-dip coatings, base for synthetic turf, water-retaining barrier for sandy soils, supporter or rapid bacterial growth in converting petroleum components to protein (Sax & Lewis, 1987; Lewis, 1996). In the paving and roofing trades, tar or asphalt is applied in a hot liquid form that cools into a semi-solid covering. It becomes liquid at 93 degrees Centigrade, but is often heated to more than 232 degrees Centigrade.
Asphalt (cut back) is a liquid petroleum product. It is also called road asphalt or road tar, liquid. Petroleum asphalt, or petroleum roofing tar, is a steam-refined asphalt (Lewis, 1992; Lewis, 1996).
Asphalt is a residue of petroleum refining, composed of paraffinic and aromatic hydrocarbons and heterocyclic compounds containing carbon, sulfur, nitrogen, and oxygen. Tar is produced by destructive distillation of coal, oil, lignite, peat, or wood. Asphalt is a dark-brown to black cement-like material, solid or semisolid in consistency. The predominating constituents are bitumens which occur in nature as such or are obtained as residua in petroleum refining. It is a mixture of paraffinic and aromatic hydrocarbons and heterocyclic compounds containing sulfur, nitrogen, and oxygen (Sax & Lewis, 1987; Lewis, 1996). It results from evaporation of the lighter hydrocarbons from petroleum and partial oxidation of the residue. Petroleum asphalt, thus, should be differentiated from tar or pitch, which results from the destructive distillation of coal (ACGIH, 2000). Gamble et al (1999) studied 170 workers exposed to asphalt fumes and found no consistent association between an acute reduction in lung function (pulmonary function measures) or symptoms of pulmonary dysfunction secondary to asphalt exposure.
-CLINICAL EFFECTS
GENERAL CLINICAL EFFECTS
- POTENTIAL HEALTH HAZARDS - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
May cause toxic effects if inhaled or absorbed through skin. Inhalation or contact with material may irritate or burn skin and eyes. Fire will produce irritating, corrosive and/or toxic gases. Vapors may cause dizziness or suffocation. Runoff from fire control or dilution water may cause pollution.
ACUTE CLINICAL EFFECTS
- Hot asphalt can cause severe burns of the skin, and further injury during attempted removal (ILO, 1983). Removal of hardened asphalt is accomplished most easily with an oil-based skin lubricant (HSDB). Asphalt fumes and dust are irritating to the skin, eyes, and respiratory tract (HSDB).
CHRONIC CLINICAL EFFECTS
- In a large epidemiological study of asphalt workers in 25 refineries, no significant adverse effects were found (Baylor & Weaver, 1968). Chewing asphalt is a common practice among construction workers and has no apparent ill effect, except for potential intestinal obstruction if swallowed (ILO, 1983).
- The fumes have been reported to cause dermatitis, acne, photosensitization, and dermal melanosis (ILO, 1983; Kissmeyer, 1922). Workers exposed to natural asphalt rock had an increased incidence of silicosis and bronchitis (Soleo, 1980), but these may have been due to other components, such as silica.
- Road maintenance workers reported more fatigue, reduced appetite, and irritation of the eyes, mouth, and throat than similar workers not exposed to asphalt. Symptoms did not correlate with exposure to total volatiles, but there was an association with exposure to 1,3,4-trimethylbenzene and with increasing asphalt temperature (Norseth et al, 1991).
- Asphalt fumes caused respiratory damage in mice (Simmers, 1964).
-MEDICAL TREATMENT
LIFE SUPPORT
- Support respiratory and cardiovascular function.
SUMMARY
- FIRST AID - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
Move victim to fresh air. Call 911 or emergency medical service. Give artificial respiration if victim is not breathing. Administer oxygen if breathing is difficult. Remove and isolate contaminated clothing and shoes. In case of contact with substance, immediately flush skin or eyes with running water for at least 20 minutes. Wash skin with soap and water. Keep victim warm and quiet. In case of burns, immediately cool affected skin for as long as possible with cold water. Do not remove clothing if adhering to skin. Effects of exposure (inhalation, ingestion or skin contact) to substance may be delayed. Ensure that medical personnel are aware of the material(s) involved and take precautions to protect themselves.
INHALATION EXPOSURE INHALATION: Move patient to fresh air. Monitor for respiratory distress. If cough or difficulty breathing develops, evaluate for respiratory tract irritation, bronchitis, or pneumonitis. Administer oxygen and assist ventilation as required. Treat bronchospasm with an inhaled beta2-adrenergic agonist. Consider systemic corticosteroids in patients with significant bronchospasm. SEIZURES: Administer a benzodiazepine; DIAZEPAM (ADULT: 5 to 10 mg IV initially; repeat every 5 to 20 minutes as needed. CHILD: 0.1 to 0.5 mg/kg IV over 2 to 5 minutes; up to a maximum of 10 mg/dose. May repeat dose every 5 to 10 minutes as needed) or LORAZEPAM (ADULT: 2 to 4 mg IV initially; repeat every 5 to 10 minutes as needed, if seizures persist. CHILD: 0.05 to 0.1 mg/kg IV over 2 to 5 minutes, up to a maximum of 4 mg/dose; may repeat in 5 to 15 minutes as needed, if seizures continue). Consider phenobarbital or propofol if seizures recur after diazepam 30 mg (adults) or 10 mg (children greater than 5 years). Monitor for hypotension, dysrhythmias, respiratory depression, and need for endotracheal intubation. Evaluate for hypoglycemia, electrolyte disturbances, and hypoxia.
HYPOTENSION: Administer IV fluids and place in Trendelenburg position. If unresponsive to these measures, administer dopamine (2 to 5 mcg/kg/min) (first choice) or norepinephrine (0.1 to 0.2 mcg/kg/min) and titrate as needed to desired response. Sodium nitrite may be efficacious in serious hydrogen sulfide poisoning: SODIUM NITRITE: Adult: 10 mL (300 mg) of a 3% solution IV at a rate of 2.5 to 5 mL/minute; Child (with normal hemoglobin concentration): 0.2 mL/kg (6 mg/kg) of a 3% solution IV at a rate of 2.5 to 5 mL/minute, not to exceed 10 mL (300 mg). Repeat one-half of initial sodium nitrite dose one-half hour later if there is inadequate clinical response. Calculate pediatric doses precisely to avoid potentially life-threatening methemoglobinemia. Use with caution if carbon monoxide poisoning is also suspected. Monitor blood pressure carefully. Reduce nitrite administration rate if hypotension occurs.
Hyperbaric oxygen therapy may be considered in severe hydrogen sulfide poisonings unresponsive to standard therapy.
DERMAL EXPOSURE Immerse tar-covered skin in cool water to limit tissue damage and prevent spread of liquid tar. Cooling should continue only until tar is hardened and cool. Tar adherent to skin blisters may be removed along with the blister epithelium in a medical facility. Tar adherent to unblistered skin may be removed in a medical facility using one of these methods. Apply liberal amounts of polysorbate (Tween 80(R)) over the affected area, cover with wet dressings and allow to remain for 6 hours. Wash away most of the tar with sterile water or saline. Repeat as necessary. Commercially available sterile surfactant surface active mixture such as De-Solv-it or Shur-Clens may be applied liberally and gently wiped away. Apply antibiotic creams of polysorbate bases. Cover with wet dressings and allow to remain for 24 hours after each application. Repeat as necessary. Asphalt may adhere tenaciously to the skin. Attempted removal may cause severe distress and further tissue damage. As asphalt is heated to such high temperatures, it may be thought of as a temporary sterile wound dressing.
EYE EXPOSURE DECONTAMINATION: Remove contact lenses and irrigate exposed eyes with copious amounts of room temperature 0.9% saline or water for at least 15 minutes. If irritation, pain, swelling, lacrimation, or photophobia persist after 15 minutes of irrigation, the patient should be seen in a healthcare facility.
-RANGE OF TOXICITY
MINIMUM LETHAL EXPOSURE
MAXIMUM TOLERATED EXPOSURE
- Carcinogenicity Ratings for CAS8052-42-4 :
ACGIH (American Conference of Governmental Industrial Hygienists, 2010): A4 ; Listed as: Asphalt (Bitumen) fume, as benzene-soluble aerosol EPA (U.S. Environmental Protection Agency, 2011): Not Listed IARC (International Agency for Research on Cancer (IARC), 2016; International Agency for Research on Cancer, 2015; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2010; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2010a; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2008; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2007; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2006; IARC, 2004): 2B ; Listed as: Bitumens, steam-refined, cracking-residue and air-refined 2B : The agent (mixture) is possibly carcinogenic to humans. The exposure circumstance entails exposures that are possibly carcinogenic to humans. This category is used for agents, mixtures and exposure circumstances for which there is limited evidence of carcinogenicity in humans and less than sufficient evidence of carcinogenicity in experimental animals. It may also be used when there is inadequate evidence of carcinogenicity in humans but there is sufficient evidence of carcinogenicity in experimental animals. In some instances, an agent, mixture or exposure circumstance for which there is inadequate evidence of carcinogenicity in humans but limited evidence of carcinogenicity in experimental animals together with supporting evidence from other relevant data may be placed in this group.
IARC (International Agency for Research on Cancer (IARC), 2016; International Agency for Research on Cancer, 2015; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2010; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2010a; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2008; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2007; IARC Working Group on the Evaluation of Carcinogenic Risks to Humans, 2006; IARC, 2004): 2B ; Listed as: Bitumens, extracts of steam-refined and air-refined 2B : The agent (mixture) is possibly carcinogenic to humans. The exposure circumstance entails exposures that are possibly carcinogenic to humans. This category is used for agents, mixtures and exposure circumstances for which there is limited evidence of carcinogenicity in humans and less than sufficient evidence of carcinogenicity in experimental animals. It may also be used when there is inadequate evidence of carcinogenicity in humans but there is sufficient evidence of carcinogenicity in experimental animals. In some instances, an agent, mixture or exposure circumstance for which there is inadequate evidence of carcinogenicity in humans but limited evidence of carcinogenicity in experimental animals together with supporting evidence from other relevant data may be placed in this group.
NIOSH (National Institute for Occupational Safety and Health, 2007): Ca ; Listed as: Asphalt fumes MAK (DFG, 2002): Category 2 ; Listed as: Bitumen (vapour and aerosol) NTP (U.S. Department of Health and Human Services, Public Health Service, National Toxicology Project ): Not Listed
TOXICITY AND RISK ASSESSMENT VALUES
- EPA Risk Assessment Values for CAS8052-42-4 (U.S. Environmental Protection Agency, 2011):
References: Lewis, 1992 TD- (SKIN)MOUSE: TDLo- (SKIN)MOUSE:
-STANDARDS AND LABELS
WORKPLACE STANDARDS
- ACGIH TLV Values for CAS8052-42-4 (American Conference of Governmental Industrial Hygienists, 2010):
Editor's Note: The listed values are recommendations or guidelines developed by ACGIH(R) to assist in the control of health hazards. They should only be used, interpreted and applied by individuals trained in industrial hygiene. Before applying these values, it is imperative to read the introduction to each section in the current TLVs(R) and BEI(R) Book and become familiar with the constraints and limitations to their use. Always consult the Documentation of the TLVs(R) and BEIs(R) before applying these recommendations and guidelines.
- AIHA WEEL Values for CAS8052-42-4 (AIHA, 2006):
- NIOSH REL and IDLH Values for CAS8052-42-4 (National Institute for Occupational Safety and Health, 2007):
Listed as: Asphalt fumes REL: TWA: STEL: Ceiling: 5 mg/m(3) [15-minute] Carcinogen Listing: (Ca) NIOSH considers this substance to be a potential occupational carcinogen (See Appendix A in the NIOSH Pocket Guide to Chemical Hazards). Skin Designation: Not Listed Note(s): See Appendix A
IDLH: Not Listed
- OSHA PEL Values for CAS8052-42-4 (U.S. Occupational Safety, and Health Administration (OSHA), 2010):
- OSHA List of Highly Hazardous Chemicals, Toxics, and Reactives for CAS8052-42-4 (U.S. Occupational Safety and Health Administration, 2010):
ENVIRONMENTAL STANDARDS
- EPA CERCLA, Hazardous Substances and Reportable Quantities for CAS8052-42-4 (U.S. Environmental Protection Agency, 2010):
- EPA CERCLA, Hazardous Substances and Reportable Quantities, Radionuclides for CAS8052-42-4 (U.S. Environmental Protection Agency, 2010):
- EPA RCRA Hazardous Waste Number for CAS8052-42-4 (U.S. Environmental Protection Agency, 2010b):
- EPA SARA Title III, Extremely Hazardous Substance List for CAS8052-42-4 (U.S. Environmental Protection Agency, 2010):
- EPA SARA Title III, Community Right-to-Know for CAS8052-42-4 (40 CFR 372.65, 2006; 40 CFR 372.28, 2006):
- DOT List of Marine Pollutants for CAS8052-42-4 (49 CFR 172.101 - App. B, 2005):
- EPA TSCA Inventory for CAS8052-42-4 (EPA, 2005):
SHIPPING REGULATIONS
- DOT -- Table of Hazardous Materials and Special Provisions for UN/NA Number 1999 (49 CFR 172.101, 2005):
Hazardous materials descriptions and proper shipping name: Asphalt, at or above its flash point Symbol(s): D D: identifies proper shipping names which are appropriate for describing materials for domestic transportation but may be inappropriate for international transportation under the provisions of international regulations (e.g., IMO, ICAO). An alternate proper shipping name may be selected when either domestic or international transportation is involved.
Hazard class or Division: 3 Identification Number: NA1999 Packing Group: III Label(s) required (if not excepted): 3 Special Provisions: IB3, T1, TP3 IB3: Authorized IBCs: Metal (31A, 31B and 31N); Rigid plastics (31H1 and 31H2); Composite (31HZ1 and 31HA2, 31HB2, 31HN2, 31HD2 and 31HH2). Additional Requirement: Only liquids with a vapor pressure less than or equal to 110 kPa at 50 °C (1.1 bar at 122 °F), or 130 kPa at 55 °C (1.3 bar at 131 °F) are authorized, except for UN2672 (also see Special Provision IP8 in Table 3 for UN2672). T1: Minimum test pressure (bar): 1.5; Minimum shell thickness (in mm-reference steel) (See sxn.178.274(d)): sxn.178.274(d)(2); Pressure-relief requirements (See sxn.178.275(g)): Normal; Bottom opening requirements (See sxn.178.275(d)): sxn.178.275(d)(2). TP3: The maximum degree of filling (in %) for solids transported above their melting points and for elevated temperature liquids shall be determined by the following: [Degree of filling = 95 x (dr/df)], where df and dr are the mean densities of the liquid at the mean temperature of the liquid during filling and the maximum mean bulk temperature during transport respectively.
Packaging Authorizations (refer to 49 CFR 173.***): Exceptions: 150 Non-bulk packaging: 203 Bulk packaging: 247
Quantity Limitations: Vessel Stowage Requirements:
Hazardous materials descriptions and proper shipping name: Tars, liquid including road asphalt and oils, bitumen and cut backs Symbol(s): Not Listed Hazard class or Division: 3 Identification Number: UN1999 Packing Group: II Label(s) required (if not excepted): 3 Special Provisions: 149, B13, IB2, T3, TP3, TP29 149: When transported as a limited quantity or a consumer commodity, the maximum net capacity specified in Sec. 173.150(b)(2) of this subchapter for inner packagings may be increased to 5 L (1.3 gallons). B13: A nonspecification cargo tank motor vehicle authorized in sxn. 173.247 of this subchapter must be at least equivalent in design and in construction to a DOT 406 cargo tank or MC 306 cargo tank (if constructed before August 31, 1995), except as follows: a. Packagings equivalent to MC 306 cargo tanks are excepted from the certification, venting, and emergency flow requirements of the MC 306 specification; b. Packagings equivalent to DOT 406 cargo tanks are excepted from sxns. 178.345-7(d)(5), circumferential reinforcements; 178.345-10, pressure relief; 178.345-11, outlets; 178.345-14, marking, and 178.345-15, certification; c. Packagings are excepted from the design stress limits at elevated temperatures, as described in Section VIII of the ASME Code (IBR, see Sec. 171.7 of this subchapter). However, the design stress limits may not exceed 25 percent of the stress for 0 temper at the maximum design temperature of the cargo tank, as specified in the Aluminum Association's "Aluminum Standards and Data" (IBR, see Sec. 171.7 of this subchpater). IB2: Authorized IBCs: Metal (31A, 31B and 31N); Rigid plastics (31H1 and 31H2); Composite (31HZ1). Additional Requirement: Only liquids with a vapor pressure less than or equal to 110 kPa at 50 °C (1.1 bar at 122 °F), or 130kPa at 55 °C (1.3 bar at 131 °F) are authorized. T3: Minimum test pressure (bar): 2.65; Minimum shell thickness (in mm-reference steel) (See sxn.178.274(d)): sxn.178.274(d)(2); Pressure-relief requirements (See sxn.178.275(g)): Normal; Bottom opening requirements (See sxn.178.275(d)): sxn.178.275(d)(2). TP3: The maximum degree of filling (in %) for solids transported above their melting points and for elevated temperature liquids shall be determined by the following: [Degree of filling = 95 x (dr/df)], where df and dr are the mean densities of the liquid at the mean temperature of the liquid during filling and the maximum mean bulk temperature during transport respectively. TP29: A portable tank having a minimum test pressure of 1.5 bar (150.0 kPa) may be used provided the calculated test pressure is 1.5 bar or less based on the MAWP of the hazardous materials, as defined in sxn. 178.275 of this subchapter, where the test pressure is 1.5 times the MAWP.
Packaging Authorizations (refer to 49 CFR 173.***): Exceptions: 150 Non-bulk packaging: 202 Bulk packaging: 242
Quantity Limitations: Vessel Stowage Requirements:
Hazardous materials descriptions and proper shipping name: Tars, liquid including road asphalt and oils, bitumen and cut backs Symbol(s): Not Listed Hazard class or Division: 3 Identification Number: UN1999 Packing Group: III Label(s) required (if not excepted): 3 Special Provisions: B1, B13, IB3, T1, TP3 B1: If the material has a flash point at or above 38 °C (100 °F) and below 93 °C (200 °F), then the bulk packaging requirements of sxn. 173.241 of this subchapter are applicable. If the material has a flash point of less than 38 °C (100 °F), then the bulk packaging requirements of sxn. 173.242 of this subchapter are applicable. B13: A nonspecification cargo tank motor vehicle authorized in sxn. 173.247 of this subchapter must be at least equivalent in design and in construction to a DOT 406 cargo tank or MC 306 cargo tank (if constructed before August 31, 1995), except as follows: a. Packagings equivalent to MC 306 cargo tanks are excepted from the certification, venting, and emergency flow requirements of the MC 306 specification; b. Packagings equivalent to DOT 406 cargo tanks are excepted from sxns. 178.345-7(d)(5), circumferential reinforcements; 178.345-10, pressure relief; 178.345-11, outlets; 178.345-14, marking, and 178.345-15, certification; c. Packagings are excepted from the design stress limits at elevated temperatures, as described in Section VIII of the ASME Code (IBR, see Sec. 171.7 of this subchapter). However, the design stress limits may not exceed 25 percent of the stress for 0 temper at the maximum design temperature of the cargo tank, as specified in the Aluminum Association's "Aluminum Standards and Data" (IBR, see Sec. 171.7 of this subchpater). IB3: Authorized IBCs: Metal (31A, 31B and 31N); Rigid plastics (31H1 and 31H2); Composite (31HZ1 and 31HA2, 31HB2, 31HN2, 31HD2 and 31HH2). Additional Requirement: Only liquids with a vapor pressure less than or equal to 110 kPa at 50 °C (1.1 bar at 122 °F), or 130 kPa at 55 °C (1.3 bar at 131 °F) are authorized, except for UN2672 (also see Special Provision IP8 in Table 3 for UN2672). T1: Minimum test pressure (bar): 1.5; Minimum shell thickness (in mm-reference steel) (See sxn.178.274(d)): sxn.178.274(d)(2); Pressure-relief requirements (See sxn.178.275(g)): Normal; Bottom opening requirements (See sxn.178.275(d)): sxn.178.275(d)(2). TP3: The maximum degree of filling (in %) for solids transported above their melting points and for elevated temperature liquids shall be determined by the following: [Degree of filling = 95 x (dr/df)], where df and dr are the mean densities of the liquid at the mean temperature of the liquid during filling and the maximum mean bulk temperature during transport respectively.
Packaging Authorizations (refer to 49 CFR 173.***): Exceptions: 150 Non-bulk packaging: 203 Bulk packaging: 242
Quantity Limitations: Vessel Stowage Requirements:
- ICAO International Shipping Name for UN1999 (ICAO, 2002):
LABELS
- NFPA Hazard Ratings for CAS8052-42-4 (NFPA, 2002):
Listed as: Asphalt, Liquid-Slow Curing (Grade SC-70) Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 2 Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
Listed as: Asphalt, Liquid-Slow Curing (Grade SC-250) Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 2 Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
Listed as: Asphalt, Liquid-Slow Curing (Grade SC-800) Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 1 Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
Listed as: Asphalt, Liquid-Slow Curing (Grade SC-3000) Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 1 Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
Listed as: Asphalt (Typical) (Petroleum Pitch) Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 1 Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
Listed as: Asphalt (cutback) Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 3 (3) Flammable. Liquids and solids that can be ignited under almost all ambient temperature conditions. Including liquids with a flash point below 73 degrees F and a boiling point above 100 degrees F, solid materials which form coarse dusts that burn rapidly without becoming explosive, materials which burn rapidly by reason of self-contained oxygen (ie, organic peroxides), and materials which ignite spontaneously when exposed to air.
Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
Listed as: Asphalt, Liquid-medium Curing Grades MC-30 and MC-70; Grades MC-250; MC-800; and MC-3000 Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 2 Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
Listed as: Asphalt, Liquid-Rapid Curing Grades RC-250; RC-800; and RC-3000 Hazard Ratings: Health Rating (Blue): 0 Flammability Rating (Red): 3 (3) Flammable. Liquids and solids that can be ignited under almost all ambient temperature conditions. Including liquids with a flash point below 73 degrees F and a boiling point above 100 degrees F, solid materials which form coarse dusts that burn rapidly without becoming explosive, materials which burn rapidly by reason of self-contained oxygen (ie, organic peroxides), and materials which ignite spontaneously when exposed to air.
Instability Rating (Yellow): 0 Oxidizer/Water-Reactive Designation: Not Listed
-PERSONAL PROTECTION
SUMMARY
- RECOMMENDED PROTECTIVE CLOTHING - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
RESPIRATORY PROTECTION
- Refer to "Recommendations for respirator selection" in the NIOSH Pocket Guide to Chemical Hazards on TOMES Plus(R) for respirator information.
PROTECTIVE CLOTHING
- CHEMICAL PROTECTIVE CLOTHING. Search results for CAS 8052-42-4.
-PHYSICAL HAZARDS
FIRE HAZARD
POTENTIAL FIRE OR EXPLOSION HAZARDS - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004) HIGHLY FLAMMABLE: Will be easily ignited by heat, sparks or flames. Vapors may form explosive mixtures with air. Vapors may travel to source of ignition and flash back. Most vapors are heavier than air. They will spread along ground and collect in low or confined areas (sewers, basements, tanks). Vapor explosion hazard indoors, outdoors or in sewers. Those substances designated with a "P" may polymerize explosively when heated or involved in a fire. Runoff to sewer may create fire or explosion hazard. Containers may explode when heated. Many liquids are lighter than water.
Asphalt is combustible when exposed to heat or flame (Lewis, 1992). When fused by heating, this compound may cause fire hazard with emission of flammable gas (ITI, 1988). Asphalt may readily ignite when mixed with naphtha and other volatile solvents (ITI, 1988; HSDB , 1992).
- FLAMMABILITY CLASSIFICATION
- NFPA Flammability Rating for CAS8052-42-4 (NFPA, 2002):
Listed as: Asphalt, Liquid-Slow Curing (Grade SC-70) Flammability Rating: 2 Listed as: Asphalt, Liquid-Slow Curing (Grade SC-250) Flammability Rating: 2 Listed as: Asphalt, Liquid-Slow Curing (Grade SC-800) Flammability Rating: 1 Listed as: Asphalt, Liquid-Slow Curing (Grade SC-3000) Flammability Rating: 1 Listed as: Asphalt (Typical) (Petroleum Pitch) Flammability Rating: 1 Listed as: Asphalt (cutback) Flammability Rating: 3 (3) Flammable. Liquids and solids that can be ignited under almost all ambient temperature conditions. Including liquids with a flash point below 73 degrees F and a boiling point above 100 degrees F, solid materials which form coarse dusts that burn rapidly without becoming explosive, materials which burn rapidly by reason of self-contained oxygen (ie, organic peroxides), and materials which ignite spontaneously when exposed to air.
Listed as: Asphalt, Liquid-medium Curing Grades MC-30 and MC-70; Grades MC-250; MC-800; and MC-3000 Flammability Rating: 2 Listed as: Asphalt, Liquid-Rapid Curing Grades RC-250; RC-800; and RC-3000 Flammability Rating: 3 (3) Flammable. Liquids and solids that can be ignited under almost all ambient temperature conditions. Including liquids with a flash point below 73 degrees F and a boiling point above 100 degrees F, solid materials which form coarse dusts that burn rapidly without becoming explosive, materials which burn rapidly by reason of self-contained oxygen (ie, organic peroxides), and materials which ignite spontaneously when exposed to air.
- FIRE CONTROL/EXTINGUISHING AGENTS
- FIRE PRECAUTIONS - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
- SMALL FIRE PRECAUTIONS - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
- LARGE FIRE PRECAUTIONS - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
Water spray, fog or regular foam. Do not use straight streams. Move containers from fire area if you can do it without risk.
- TANK OR CAR/TRAILER LOAD FIRE PRECAUTIONS - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
Fight fire from maximum distance or use unmanned hose holders or monitor nozzles. Cool containers with flooding quantities of water until well after fire is out. Withdraw immediately in case of rising sound from venting safety devices or discoloration of tank. ALWAYS stay away from tanks engulfed in fire. For massive fire, use unmanned hose holders or monitor nozzles; if this is impossible, withdraw from area and let fire burn.
- NFPA Extinguishing Methods for CAS8052-42-4 (NFPA, 2002):
Listed as: Asphalt, Liquid-Slow Curing (Grade SC-70) Extinguishing Method(s): 2 2: "Water or foam may cause frothing" refers to a situation where materials with a flash point above 212 degrees F (100 degrees C) are burning. Potentially violent frothing can be dangerous to fire fighters near the burning liquid. However, when highly viscous liquids are burning, fire fighters can intentionally cause frothing on the liquid surface to prevent further introduction of oxygen.
Listed as: Asphalt, Liquid-Slow Curing (Grade SC-250) Extinguishing Method(s): Not Listed Listed as: Asphalt, Liquid-Slow Curing (Grade SC-800) Extinguishing Method(s): Not Listed Listed as: Asphalt, Liquid-Slow Curing (Grade SC-3000) Extinguishing Method(s): Not Listed Listed as: Asphalt (Typical) (Petroleum Pitch) Extinguishing Method(s): 2 2: "Water or foam may cause frothing" refers to a situation where materials with a flash point above 212 degrees F (100 degrees C) are burning. Potentially violent frothing can be dangerous to fire fighters near the burning liquid. However, when highly viscous liquids are burning, fire fighters can intentionally cause frothing on the liquid surface to prevent further introduction of oxygen.
Listed as: Asphalt (cutback) Extinguishing Method(s): 2 2: "Water or foam may cause frothing" refers to a situation where materials with a flash point above 212 degrees F (100 degrees C) are burning. Potentially violent frothing can be dangerous to fire fighters near the burning liquid. However, when highly viscous liquids are burning, fire fighters can intentionally cause frothing on the liquid surface to prevent further introduction of oxygen.
Listed as: Asphalt, Liquid-medium Curing Grades MC-30 and MC-70; Grades MC-250; MC-800; and MC-3000 Extinguishing Method(s): 2 2: "Water or foam may cause frothing" refers to a situation where materials with a flash point above 212 degrees F (100 degrees C) are burning. Potentially violent frothing can be dangerous to fire fighters near the burning liquid. However, when highly viscous liquids are burning, fire fighters can intentionally cause frothing on the liquid surface to prevent further introduction of oxygen.
Listed as: Asphalt, Liquid-Rapid Curing Grades RC-250; RC-800; and RC-3000 Extinguishing Method(s): 2 2: "Water or foam may cause frothing" refers to a situation where materials with a flash point above 212 degrees F (100 degrees C) are burning. Potentially violent frothing can be dangerous to fire fighters near the burning liquid. However, when highly viscous liquids are burning, fire fighters can intentionally cause frothing on the liquid surface to prevent further introduction of oxygen.
Flammable gases may be emitted when asphalt is heated (ITI, 1988). When heated to decomposition, asphalt (cut back) and petroleum asphalt emit smoke and irritating, acrid fumes (Lewis, 1992).
EXPLOSION HAZARD
- Liquid oxygen on asphalt could not be detonated by a cap, and gave only a mild explosion when detonated by primacord. However, when an aluminum plate was placed on asphalt and covered with fragments of asphalt and then with liquid oxygen, firing with a cap produced a violent explosion (HSDB , 1992).
DUST/VAPOR HAZARD
- Inhalation of hot asphalt fumes can produce eye and respiratory tract irritation, headache, nausea, and nervousness.
- Serious poisoning can occur from hydrogen sulfide gas evolved from cooling asphalt (Hoidal et al, 1986).
REACTIVITY HAZARD
- In spill tests of 100% liquid fluorine, 30% liquid fluorine-in-oxygen, and 100% liquid oxygen on various common materials, asphalt burned with sputtering and small flames (NFPA, 1991).
- It is combustible when exposed to heat or flame (Lewis, 1992).
- Flammable gases may be emitted when asphalt is heated (ITI, 1988).
- Hydrogen sulfide gas is evolved from cooling asphalt (Hoidal et al, 1986).
- Asphalt may readily ignite when mixed with naphtha and other volatile solvents (ITI, 1988; HSDB , 1992).
- Asphalts are usually noncorrosive to metals (HSDB , 1992).
- This compound may act as a synergist to pesticides (OHM/TADS , 1992).
EVACUATION PROCEDURES
- Editor's Note: This material is not listed in the Table of Initial Isolation and Protective Action Distances.
- LARGE SPILL - PUBLIC SAFETY EVACUATION DISTANCES - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
- FIRE - PUBLIC SAFETY EVACUATION DISTANCES - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
If tank, rail car or tank truck is involved in a fire, ISOLATE for 800 meters (1/2 mile) in all directions; also, consider initial evacuation for 800 meters (1/2 mile) in all directions.
- PUBLIC SAFETY MEASURES - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004)
CALL Emergency Response Telephone Number on Shipping Paper first. If Shipping Paper not available or no answer, refer to appropriate telephone number: MEXICO: SETIQ: 01-800-00-214-00 in the Mexican Republic; For calls originating in Mexico City and the Metropolitan Area: 5559-1588; For calls originating elsewhere, call: 011-52-555-559-1588.
CENACOM: 01-800-00-413-00 in the Mexican Republic; For calls originating in Mexico City and the Metropolitan Area: 5550-1496, 5550-1552, 5550-1485, or 5550-4885; For calls originating elsewhere, call: 011-52-555-550-1496, or 011-52-555-550-1552; 011-52-555-550-1485, or 011-52-555-550-4885.
ARGENTINA: CIQUIME: 0-800-222-2933 in the Republic of Argentina; For calls originating elsewhere, call: +54-11-4613-1100.
BRAZIL: PRÓ-QUÍMICA: 0-800-118270 (Toll-free in Brazil); For calls originating elsewhere, call: +55-11-232-1144 (Collect calls are accepted).
COLUMBIA: CISPROQUIM: 01-800-091-6012 in Colombia; For calls originating in Bogotá, Colombia, call: 288-6012; For calls originating elsewhere, call: 011-57-1-288-6012.
CANADA: UNITED STATES:
For additional details see the section entitled "WHO TO CALL FOR ASSISTANCE" under the ERG Instructions. As an immediate precautionary measure, isolate spill or leak area for at least 50 meters (150 feet) in all directions. Keep unauthorized personnel away. Stay upwind. Keep out of low areas. Ventilate closed spaces before entering.
- AIHA ERPG Values for CAS8052-42-4 (AIHA, 2006):
- DOE TEEL Values for CAS8052-42-4 (U.S. Department of Energy, Office of Emergency Management, 2010):
Listed as Asphalt (Bitumen)) TEEL-0 (units = mg/m3): 0.5 TEEL-1 (units = mg/m3): 7.5 TEEL-2 (units = mg/m3): 50 TEEL-3 (units = mg/m3): 250 Definitions: TEEL-0: The threshold concentration below which most people will experience no adverse health effects. TEEL-1: The airborne concentration (expressed as ppm [parts per million] or mg/m(3) [milligrams per cubic meter]) of a substance above which it is predicted that the general population, including susceptible individuals, could experience notable discomfort, irritation, or certain asymptomatic, nonsensory effects. However, these effects are not disabling and are transient and reversible upon cessation of exposure. TEEL-2: The airborne concentration (expressed as ppm or mg/m(3)) of a substance above which it is predicted that the general population, including susceptible individuals, could experience irreversible or other serious, long-lasting, adverse health effects or an impaired ability to escape. TEEL-3: The airborne concentration (expressed as ppm or mg/m(3)) of a substance above which it is predicted that the general population, including susceptible individuals, could experience life-threatening adverse health effects or death.
- AEGL Values for CAS8052-42-4 (National Research Council, 2010; National Research Council, 2009; National Research Council, 2008; National Research Council, 2007; NRC, 2001; NRC, 2002; NRC, 2003; NRC, 2004; NRC, 2004; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; United States Environmental Protection Agency Office of Pollution Prevention and Toxics, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2009; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2008; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2007; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2005; National Advisory Committee for Acute Exposure Guideline Levels for Hazardous Substances, 2006; 62 FR 58840, 1997; 65 FR 14186, 2000; 65 FR 39264, 2000; 65 FR 77866, 2000; 66 FR 21940, 2001; 67 FR 7164, 2002; 68 FR 42710, 2003; 69 FR 54144, 2004):
- NIOSH IDLH Values for CAS8052-42-4 (National Institute for Occupational Safety and Health, 2007):
CONTAINMENT/WASTE TREATMENT OPTIONS
SPILL OR LEAK PRECAUTIONS - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004) ELIMINATE all ignition sources (no smoking, flares, sparks or flames in immediate area). All equipment used when handling the product must be grounded. Do not touch or walk through spilled material. Stop leak if you can do it without risk. Prevent entry into waterways, sewers, basements or confined areas. A vapor suppressing foam may be used to reduce vapors. Absorb or cover with dry earth, sand or other non-combustible material and transfer to containers. Use clean non-sparking tools to collect absorbed material.
RECOMMENDED PROTECTIVE CLOTHING - EMERGENCY RESPONSE GUIDEBOOK, GUIDE 130 (ERG, 2004) At the time of this review, criteria for land treatment or burial (sanitary landfill) disposal practices are subject to significant revision. Prior to implementing land disposal of waste residue (including waste sludge) consult with environmental regulatory agencies for guidance on acceptable disposal practices (HSDB , 1992).
-ENVIRONMENTAL HAZARD MANAGEMENT
POLLUTION HAZARD
- AIR: Waste gases from asphalt plants may contain hydrocarbons, tars, hydrogen sulfide, anthracene, and mercaptans (HSDB , 1992).
ENVIRONMENTAL FATE AND KINETICS
OTHER There is no potential for food chain concentration or accumulation (OHM/TADS , 1992). BIODEGRADATION: Bacteria from the family Pseudomonadaceae and the genus Thiobacillus were shown to play an important role in the deterioration of asphaltic pavements. This study involved evaluating roads ranging in age between 3 and 42 years and at several locations in the state of Kansas. The pinhole effect on the stripping of surface asphalt is described together with the synergistic effect of moisture and bacteria to explain asphalt deterioration (Ramamurti & Jayaprakash, 1992).
ENVIRONMENTAL TOXICITY
- WATER: The effect of low concentrations of this compound on aquatic life is unknown (CHRIS , 1992).
-PHYSICAL/CHEMICAL PROPERTIES
MOLECULAR WEIGHT
DESCRIPTION/PHYSICAL STATE
- Asphalt is a dark-brown to black cementitious material, solid or semisolid in consistency (Sax & Lewis, 1987; Lewis, 1996).
- ODOR: tar or pitch-like odor (HSDB , 1999)
- COLOR: dark-brown to black (Sax & Lewis, 1987; Lewis, 1996)
PH
VAPOR PRESSURE
DENSITY
- TEMPERATURE AND/OR PRESSURE NOT LISTED
BOILING POINT
- < 470 degrees C (Lewis, 1996)
- > 371 degrees C; > 700 degrees F (NFPA, 1991; HSDB , 1999)
- 371 degrees (OHM/TADS , 1990)
FLASH POINT
- greater than or equal to 400 degrees F (closed cup) (Lewis, 1996)
- ASPHALT (CUT BACK): < 50 degrees F (Lewis, 1996)
AUTOIGNITION TEMPERATURE
- 905 degrees F (Lewis, 1996)
EXPLOSIVE LIMITS
SOLUBILITY
Asphalt is insoluble in water (ACGIH, 1991). Asphalt (cut back) is insoluble in water (NFPA, 1991).
Asphalt is insoluble in alcohol and acids (ACGIH, 1991). It is soluble in petroleum, chloroform, ether, acetone, carbon disulfide, and oil turpentine (ACGIH, 1991). Asphalt (cut back): solubility of residue from distillation in carbon tetrachloride = 99.5% (Lewis, 1996)
OTHER/PHYSICAL
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