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- 37-2.02A(4) Quality Assurance
- 37-2.04 ASPHALTIC EMULSION SEAL COAT
- 37-2.04A(1)(b) Definitions
- 37-2.04A(1)(d) Quality Assurance
- 37-2.04A(2) Materials Not Used 37-2.04A(3) Construction
- 37-2.04A(4) Payment Not Used 37-2.04B Nonpolymer Asphaltic Emulsion Seal Coat 37-2.04B(1) General
- 37-2.04B(1)(c) Submittals
- 37-2.04B(3) Construction
- 37-2.04B(4) Payment Not Used 37-2.04C Polymer Asphaltic Emulsion Seal Coat 37-2.04C(1) General
- 37-2.04C(1)(c) Submittals
- 37-2.04C(1)(d) Quality Assurance
- 37-2.04C(3) Construction
37-2.02 FOG SEAL COAT37-2.02A General37-2.02A(1) SummarySection 37-2.02 includes specifications for applying a fog seal coat. 37-2.02A(2) DefinitionsReserved 37-2.02A(3) SubmittalsSubmit a 1/2 gal sample of the asphaltic emulsion in a plastic container. Take the sample from the distributor truck spray bar at midload. 37-2.02A(4) Quality AssuranceReserved 37-2.02B MaterialsThe Engineer selects the grade of slow-setting asphaltic emulsion to be used. If additional water is added to the asphaltic emulsion, the resultant mixture must not be more than 1 part asphaltic emulsion to 1 part water. The Engineer determines the exact quantity of additional water. 37-2.02C ConstructionApply asphaltic emulsion for the fog seal coat at a residual asphalt rate from 0.02 to 0.06 gal/sq yd. The Engineer determines the exact rate. Apply the fog seal coat when the ambient air temperature is above 40 degrees F. If the fog seal coat becomes tacky, sprinkle water at a rate determined by the Engineer. If a fog seal coat and seal coat with screenings are on the same project, apply the fog seal coat at least 4 days before applying the adjoining seal coat with screenings. The joint between the seal coats must be neat and uniform. 37-2.02D PaymentThe Department does not adjust the unit price for an increase or decrease in the asphaltic emulsion (fog seal coat) quantity. 37-2.03 FLUSH COATS37-2.03A GeneralSection 37-2.03 includes specifications for applying a flush coat. Applying a flush coat includes applying a fog seal coat followed by sand. 37-2.03B MaterialsThe Engineer selects the grade of slow-setting or quick-setting asphaltic emulsion to be used. Sand for flush coat must comply with the material specifications for fine aggregate gradation in section 90-1.02C(3). Sand must not include organic material or clay. 37-2.03C ConstructionApply asphaltic emulsion for flush coat at a residual asphalt rate from 0.02 to 0.06 gal/sq yd. The Engineer determines the exact rate. During flush coat activities, close adjacent lanes to traffic. Do not track asphaltic emulsion on existing pavement surfaces. Apply sand immediately after the asphaltic emulsion application. Spread sand with a self-propelled screenings spreader equipped with a mechanical device that spreads sand at a uniform rate over the full width of a traffic lane in a single application. Spread sand at a rate from 2 to 6 lb/sq yd. The Engineer determines the exact rate. 37-2.03D PaymentThe Department does not adjust the unit price for an increase or decrease in the sand cover (seal) quantity. 37-2.04 ASPHALTIC EMULSION SEAL COAT37-2.04A General37-2.04A(1) General37-2.04A(1)(a) SummarySection 37-2.04 includes specifications for applying an asphaltic emulsion seal coat. Applying an asphaltic emulsion seal coat includes applying asphaltic emulsion followed by screenings followed by a flush coat. An asphaltic emulsion seal coat must be a nonpolymer asphaltic emulsion seal coat or a polymer asphaltic emulsion seal coat. A double asphaltic emulsion seal coat consists of the application of asphaltic emulsion followed by screenings applied twice in sequence. 37-2.04A(1)(b) DefinitionsReserved 37-2.04A(1)(c) SubmittalsAt least 10 days before starting asphaltic emulsion seal coat application, submit the name of an authorized laboratory that will be performing asphaltic emulsion QC testing. Submit a 1/2 gal sample of asphaltic emulsion in a plastic container to the Engineer and to the authorized laboratory. Each sample must be submitted in an insulated shipping container within 24 hours of sampling. Within 7 days after taking samples, submit the authorized laboratory's test results for asphaltic emulsion.
Within 3 business days of sampling, the authorized laboratory must test the asphaltic emulsion for: 1. Viscosity under AASHTO T 59 2. Sieve test under AASHTO T 59 3. Demulsibility under AASHTO T 59 4. Torsional recovery under California Test 332 for polymer asphaltic emulsion 5. Elastic recovery under AASHTO T 301 for polymer asphaltic emulsion
37-2.04A(2) MaterialsNot Used 37-2.04A(3) ConstructionThe Engineer determines the exact application rate. Apply the asphaltic emulsion at an emulsion temperature from 130 to 180 degrees F. When tested under California Test 339, the application rate for asphaltic emulsion must not vary from the average by more than: 1. 15 percent in the transverse direction 2. 10 percent in the longitudinal direction
37-2.04A(4) PaymentNot Used 37-2.04B Nonpolymer Asphaltic Emulsion Seal Coat37-2.04B(1) General37-2.04B(1)(a) SummarySection 37-2.04B includes specifications for applying a nonpolymer asphaltic emulsion seal coat. 37-2.04B(1)(b) DefinitionsReserved 37-2.04B(1)(c) SubmittalsReserved 37-2.04B(1)(d) Quality Assurance37-2.04B(1)(d)(i) GeneralReserved 37-2.04B(1)(d)(ii) Quality ControlReserved 37-2.04B(1)(d)(iii) Department AcceptanceThe Department accepts screenings for nonpolymer asphaltic emulsion seal coat based on compliance with the cleanness value requirements specified in section 37-2.04B(2). If a test result for the screenings cleanness value is from 75 to less than 80, you may remove the seal coat represented by this test or request that it remain in place with a payment deduction. If your request is authorized, the Department deducts the corresponding amount for the cleanness value shown in the following table:
If the screenings cleanness value is less than 75, remove the asphaltic emulsion seal coat. 37-2.04B(2) MaterialsScreenings for nonpolymer asphaltic emulsion seal coat must have the gradation as determined under California Test 202 in the following table:
The cleanness value determined under California Test 227 must be 80 or greater. 37-2.04B(3) ConstructionAsphaltic emulsion must be applied within the application rate ranges shown in the following table:
Apply asphaltic emulsion when the ambient air temperature is from 65 to 110 degrees F and the pavement surface temperature is at least 80 degrees F. Do not apply asphaltic emulsion when weather forecasts predict the ambient air temperature will fall below 39 degrees F within 24 hours after application. For double asphaltic emulsion seal coat, the asphaltic emulsion must be applied within the application rates shown in the following table:
Spread screenings before the asphaltic emulsion sets or breaks. The screenings spread rate must be within the ranges shown in the following table:
The Engineer determines the exact screenings spread rate. Spread screenings within 10 percent of the rate determined by the Engineer. Do not spread screenings more than 2,500 feet ahead of the completed initial rolling. For double asphaltic emulsion seal coat, screenings must have a spread rate within the ranges shown in the following table:
Remove excess screenings on the 1st application before the 2nd application of asphaltic emulsion. 37-2.04B(4) PaymentNot Used 37-2.04C Polymer Asphaltic Emulsion Seal Coat37-2.04C(1) General37-2.04C(1)(a) SummarySection 37-2.04C includes specifications for applying a polymer asphaltic emulsion seal coat. 37-2.04C(1)(b) DefinitionsReserved 37-2.04C(1)(c) SubmittalsAt least 10 days before starting polymer asphaltic emulsion seal coat application, submit a signed copy of the test result report of the Vialit test method for aggregate retention in chip seals (french chip) to the Engineer and to:
37-2.04C(1)(d) Quality AssuranceThe authorized laboratory must test screenings for retention under the Vialit test method for aggregate in chip seals (french chip). The Vialit test results are not used for acceptance. The Vialit test is available at the METS website. A test for polymer asphaltic emulsion represents the smaller of 55 tons or 1 day's production. A test for the screenings gradation or cleanness value represents the smaller of 300 tons or 1 day's production. If the test results for polymer asphaltic emulsion do not comply with the specifications, the Engineer assesses a pay factor value for the following quality characteristics and increments:
The Engineer assesses a pay factor of 1 for sampling not performed in compliance with the specifications, including shipping and sampling containers. For noncompliant polymer asphaltic emulsion, you may request seal coat to remain in place. If the request is authorized, the Department makes a payment deduction corresponding to the total pay factor value shown in the following table:
You must remove polymer asphaltic emulsion seal coat with a total pay factor value greater than 20. For polymer asphaltic emulsion seal coat, if a test result for the screenings cleanness value is from 75 to less than 86, you may request that the seal coat remain in place. If the request is authorized, the Department makes a payment deduction corresponding to the cleanness value shown in the following table:
If the test results for polymer asphaltic emulsion aggregate gradation and cleanness value do not comply with the specifications, both payment deductions are made. 37-2.04C(2) MaterialsPolymer asphaltic emulsion must include elastomeric polymer. Polymer asphaltic emulsion must comply with section 94, Table 3, under the test on residue from evaporation test for Grades PMRS2, PMRS2h, PMCRS2, and PMCRS2h and the following: 1. Penetration at 39.2 degrees F, 200g for 60 seconds, determined under AASHTO T 49 must be at least 6. 2. Elastic recovery of at least 60 percent when tested under AASHTO T 301. 3. Polymer content in percent by weight does not apply. 4. Ring and ball softening point temperature determined under AASHTO T 53 for Test on Residue from Evaporation Test must comply with the following minimum temperature requirement: 4.1. 126 degrees F for a geographical ambient temperature from 32 to 104 degrees F 4.2. 129 degrees F for a geographical ambient temperature from 18 to 104 degrees F 4.3. 135 degrees F for a geographical ambient temperature from 18 to greater than 104 degrees F
The cleanness value determined under California Test 227 must be 86 or greater. 37-2.04C(3) ConstructionPolymer asphaltic emulsion must be applied within the application rate ranges shown in the following table:
Apply polymer asphaltic emulsion when the ambient air temperature is from 60 to 105 degrees F and the pavement surface temperature is at least 55 degrees F. Do not apply polymer asphaltic emulsion when weather forecasts predict the ambient air temperature will fall below 39 degrees F within 24 hours after application. For double asphaltic emulsion seal coat, polymer asphaltic emulsion must be applied within the application rates shown in the following table:
You may stockpile screenings for polymer emulsion seal coat if you prevent contamination. Screenings must have damp surfaces at spreading. If water visibly separates from the screenings, do not spread them. You may redampen them in the delivery vehicle. Spread screenings before the polymer emulsion sets or breaks. Screenings must have a spread rate within the ranges shown in the following table:
The Engineer determines the exact application rate. Spread screenings within 10 percent of the rate determined by the Engineer. Do not spread screenings more than 2,500 feet ahead of the completed initial rolling. For a double seal coat, screenings must have a spread rate within the ranges shown in the following table:
Remove excess screenings on the 1st application before the 2nd application of asphaltic emulsion. 37-2.04C(4) PaymentNot Used Directory: esc esc -> Biblical Eschatology Presentation by: D. Paul Beck May 4, 2016 Ground Rules esc -> Mikael Håfstrӧm Screenplay by Miles Chapman and Arnell Jesko esc -> Escort affinity Program for Audi Club Members esc -> Preliminary entry form pistol esc -> Application form esc -> Request from Asian and Pacific Training Centre for Information and esc -> Constitution of the engineering student council university of maryland esc -> Subdisciplines of Earth Science Geology; study of the earth Download 6.74 Mb. Share with your friends:
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