Part 1 — General
1.1 Section Includes
A.Asphalt materials binders, emulsions , and crack sealant for pavements.
1.2 RELATED SECTIONS Not Used
1.3 References
A.AASHTO M 81: Cutback Asphalt (Rapid -Curing Type)
B.AASHTO M 82: Cutback Asphalt (Medium -Curing Type)
C.AASHTO M 140: Emulsified Asphalt
D.AASHTO M 208: Cationic Emulsified Asphalt
E.AASHTO M 226: Viscosity Graded Asphalt Cement
F.AASHTO M 282: Joint Sealants, Hot -Poured, Elastomeric -Type, for Portland Cement Concrete Pavements
G.AASHTO M 320: Performance Graded Asphalt Binder
H.AASHTO R 28: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
I.AASHTO T 44: Solubility of Bituminous Materials
J.AASHTO T 48: Flash and Fire Points by Cleveland Open Cup
K.AASHTO T 49: Penetration of Bituminous Materials
L.AASHTO T 50: Float Test for Bituminous Materials
M.AASHTO T 51: Ductility of Bituminous Materials
N.AASHTO T 59: Emulsified Asphalt
O.AASHTO T 201: Kinematic Viscosity of Asphalts (Bitumens)
P.AASHTO T 228: Specific Gravity of Semi -Solid Asphalt Materials
Q.AASHTO T 240: Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin -Film Oven Test)
R.AASHTO T 300: Force Ductility of Asphalt Materials
S.AASHTO T 301: Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
T.AASHTO T 313: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
U.AASHTO T 315: Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)
V.AASHTO T 316: Viscosity Determination of Asphalt Binder Using Rotational Viscometer
W.ASTM D 2006: Method for Characteristic Groups in Rubber Extender and Processing Oils by the Precipitation Method.
X.ASTM D 2007: Characteristic Groups in Rubber Extender and Processing Oils and Other Petroleum Derived Oils by the Clay Gel Absorption Chromatographic Method
Y.ASTM D 2026: Cutback Asphalt (Slow Curing Type)
Z.ASTM D 4402: Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer AA. ASTM D 5329: Sealants and Fillers, Hot -Applied, For Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements BB. ASTM D 5801: Toughness and Tenacity of Bituminous Materials CC. ASTM D 7643: Delta Tc DD. California Test Methods EE. UDOT Materials Manual of Instruction FF. UDOT Minimum Sampling and Testing Requirements (MS&TR) GG. UDOT Quality Management Plan
1.4 Definitions
A.Binder lot – Specific to one approved binder, for one mix and for one particular project. A binder lot starts on a Saturday and ends on a Friday.
B.Compliance Limit – The limit for acceptance without price reductions , accounting for testing variability, for the listed properties.
C.Composite Price Reduction – The sum of price reductions for all individual properties associated with a single asphalt binder sample.
D.Reject ion Limit – The limit for acceptance with price reductions. Material not meeting these limits will be rejected and removed and replaced.
1.5 Submittals
A.A vendor prepared bill of lading for information showing the following for each material shipment :
1.Type and grade of material
2.Type and amount of additives used, if applicable
3.Destination
4.Consignee’s name
5.Date of Shipment
6.Railroad car or truck identification
7.Project number
8.Loading temperature
9.Net weight in tons or net gallons corrected to 60 degrees F, when requested
10.Specific gravity
11.Bill of lading number
12.Manufacturer of asphalt material
1.6 Acceptance
A.The Department accepts, rejects, or applies price reductions to all mix lots for performance- graded asphalt binder (PGAB) lots according to the compliance and rejection limits of Table 1, the Minimum Sampling and Testing Requirements, UDOT Quality Management Plan 509, and the associated mix specification.
1.Rejected mix will be covered according to the associated mix specification includ ing removal or if left in place the associated disincentive dollar amount for the rejected mix.
2.For m aterial not meeting the compliance limit, but within the rejection limit, the price reduction applied to the mix pay item price is calculated as follows: Price Reduction (percent) = 25 × (Compliance Limit –Test Result) (Compliance Limit –Rejection Limit)
3.The composite price reduction will be calculated by summing the price reduction for each parameter if more than one parameter lies outside specification limits .
a.The mix material will be rejected if the composite price reduction exceeds 25 percent .
B.The maximum composite price reduction from the tested samples is applied to the mix in the binder lot if multiple samples from the binder lot are tested.
C.Adjacent samples in the preceding, current, or subsequent lots may be tested to assess the extent and limit the amount of mix to be rejected if a binder lot is rejected. Table 1 Specification, Compliance, and Rejection Limits for Performance -Graded Asphalt Binders (Applied to the Mix) Property Specification Limit Compliance Limit Rejection Limit G*/sin δ of the original PGAB at high grade temp, (kPa) Rule of 86 or lower
1.00 Min
0.84 Min
0.70 Min
G* of the original PGAB at high grade temp, (kPa) 1.30 Min 1.25 Min 1.11 Min δ (phase angle) of the original PGAB at high grade temperature, (degrees C). Rule of 92 Binders Rule of 98 Binders
74.0 Max
71.0 Max
75.0 Max
72.0 Max
77.0 Max
74.0 Max
G*/sin δ of the RTFO Residue, (kPa) 2.20 Min 1.87 Min 1.53 Min Elastic Recovery of RTFO Residue, (%) Rule of 92 Binders Rule of 98 Binders Rule of 104 and 110 Binders 80 Min 85 Min 90 Min 75 Min 80 Min 85 Min 65 Min 70 Min 75 Min G*/sin δ of the PAV Residue, (kPa) 5000 Max 5250 Max 5700 Max Stiffness of the PAV Residue at the specified low grade temperature +10 ºC, (MPa) 300 Max 311 Max 600 Max Slope (m -value) of the Creep Curve at the specified low grade temperature +10 ºC 0.300 Min 0.295 Min 0.266 Min Delta Tc of PAV Residue from additional BBR test (use two BBR tests). Rule of 92, 98, 104 and 110 Binders -1.0 Min. -2.0 Min. -3.0 Min.
1.7 Delivery, Storage, and Handling
A.Each shipment of asphalt material must:
1.Be uniform in appearance and consistency.
2.Show no foaming when heated to the specified loading temperature.
B.Do not supply shipments contaminated with other asphalt grades or materials.
Part 2 — Products
2.1 Performance Graded Asphalt Binder (Pgab)
A.Use a qualified supplier according to the UDOT Quality Management Plan 509, Asphalt Binder.
B.Refer to AASHTO M 320 for all PGABs having algebraic differences less than 92 degrees between the high and low design temperatures.
C.Refer to AASHTO M 320 modified by Tables 2, 3, 4, 5, 6, 7, 8 and 9 for all PGABs having algebraic differences equal to or greater than 92 degrees between the high and low design temperatures. Table 2 PG58 -34 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 58° C, G*, kPa @ 58° C, phase angle, degrees Rotational Viscometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Shear Rheometer, AASHTO T 315 @ 58° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100° C, AASHTO R 28 Dynamic Shear Rheometer, AASHTO T 315 @ 16° C, kPa Bending Beam Rheometer, AASHTO T 313 @ -24° C, S, MPa @ -24° C, m -value Delta Tc from additional BBR test , @ -30° C ASTM D 7643
1.30 Min.
74.0 Max.
3 Max. 260 Min.
2.20 Min.
80 Min. 5,000 Max. 300 Max . 150 Min.
0.300 Min.
-1.0 Min . (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds . Sever the specimen at its center with a pair of scissors. Table 3 PG64 -28 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 64° C, G*, kPa @ 64° C, phase angle, degrees Rotational Viscometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Shear Rheometer, AASHTO T 315 @ 64° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100 °C, AASHTO R 28 Dynamic Shear Rheometer, AASHTO T 315 @ 22° C, kPa Bending Beam Rheometer, AASHTO T 313 @ -18° C, S, MPa @ -18° C, m -value Delta Tc from additional BBR test, @ -24° C ASTM D 7643
1.30 Min.
74.0 Max.
3 Max. 260 Min.
2.20 Min.
80 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors . Table 4 PG64 -34 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 64° C, G*, kPa @ 64° C, phase angle, degrees Rotational Visc ometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T- 240 Dynamic Sh ear Rheometer, AASHTO T 315 @ 64° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100 °C, AASHTO R 28 Dynamic S hear Rheometer, AASHTO T 315 @ 19° C, kPa Bending B eam Rheometer, AASHTO T 313 @ -24° C, S, MPa @ -24° C, m -value Delta Tc from additional B BR test, @ -30° C ASTM D 7643
1.30 Min.
71.0 Max.
3 Max. 260 Min.
2.20 Min.
85 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors . Table 5 PG70 -22 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 70° C, G*, kPa @ 70° C, phase angle, degrees Rotational Visc ometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Sh ear Rheometer, AASHTO T 315 @70°C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100 °C, AASHTO R 28 Dynamic Sh ear Rheometer, AASHTO T 315 @ 28° C, kPa Bending Beam Rheometer, AASHTO T 313 @ -12° C, S, MPa @ -12° C, m -value Delta Tc from additional B BR test, @ -18° C ASTM D 7643
1.30 Min.
74.0 Max.
3 Max. 260 Min.
2.20 Min.
80 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors . Table 6 PG70 -28 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 70° C, G*, kPa @ 70° C, phase angle, degrees Rotational Visc ometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Sh ear Rheometer, AASHTO T 315 @ 70° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100 °C, AASHTO R 28 Dynamic Sh ear Rheometer, AASHTO T 315 @ 25° C, kPa Bending Beam Rheometer, AASHTO T 313 @ -18° C, S, MPa @ -18° C, m -value Delta Tc from additional BBR test, @ -24° C ASTM D 7643
1.30 Min.
71.0 Max.
3 Max. 260 Min.
2.20 Min.
85 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors . Table 7 PG70 -34 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 70° C, G*, kPa @ 70° C, phase angle, degrees Rotational Visc ometer, AASHTO T 316 @ 135 °C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Sh ear Rheometer, AASHTO T 315 @ 70° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100 °C, AASHTO R 28 Dynamic Sh ear Rheometer, AASHTO T 315 @ 22° C, kPa Bending Beam Rheometer, AASHTO T 313 @ -24° C, S, MPa @ -24° C, m -value Delta Tc from additional BBR test, @ -30° C ASTM D 7643
1.30 Min.
71.0 Max.
3 Max. 260 Min.
2.20 Min.
90 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors. Table 8 PG76 -22 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 76° C, G*, kPa @ 76° C, phase angle, degrees Rotational Vis cometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Shear Rheometer, AASHTO T 315 @ 76° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100 °C, AASHTO R 28 Dynamic S hear Rheometer, AASHTO T 315 @ 31°C, kPa Bending B eam Rheometer, AASHTO T 313 @ -12° C, S, MPa @ -12° C, m -value Delta Tc from additional BBR test, @ -18° C ASTM D 7643
1.30 Min.
71.0 Max.
3 Max. 260 Min.
2.20 Min.
85 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors . Table 9 PG76 -28 Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 76° C, G*, kPa @ 76° C, phase angle, degrees Rotational Visc ometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Sh ear Rheometer, AASHTO T 315 @ 76° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 M Pa, 100 °C, AASHTO R 28 Dynamic S hear Rheometer, AASHTO T 315 @ 28° C, kPa Bending B eam Rheometer, AASHTO T 313 @ -18° C, S, MPa @ -18° C, m -value Delta Tc from additional BBR test, @ - 24° C ASTM D 7643
1.30 Min.
71.0 Max. 3 Max. 260 Min.
2.20 Min.
90 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors . Table 10 PG76 -34 High ly Modified Original Binder Dynamic Shear Rheometer, AASHTO T 315 @ 76° C, G*, kPa @ 76° C, phase angle, degrees Rotational Viscometer, AASHTO T 316 @ 135° C, Pa.s Flash Point, AASHTO T 48 °C RTFO Residue, AASHTO T 240 Dynamic Shear Rheometer, AASHTO T 315 @ 76° C, G*/sinδ, kPa Elastic Recovery, AASHTO T 301 mod (a) % PAV Residue, 20 hours, 2.10 MPa, 100 °C, AASHTO R 28 Dynamic Shear Rheometer, AASHTO T 315 @ 25° C, kPa Bending Beam Rheometer, AASHTO T 313 @ -24° C, S, MPa @ -24° C, m -value Delta Tc from additional BBR test, @ - 30° C ASTM D 7643
1.30 Min.
70.0 Max. 3 Max. 260 Min.
2.20 Min.
90 Min. 5,000 Max. 300 Max. 150 Min.
0.300 Min.
-1.0 Min. (a) Modify paragraph 4.5 as follows: Stop the ductilometer after 20 cm has been reached and within 2 seconds. Sever the specimen at its center with a pair of scissors .
2.2 Asphaltic Cement, Liquid Asphalts, and Rejuvenating Agents
A.Refer to AASHTO M 226, Table 2 with the following modifications:
1.Delete and replace ductility at 77 degrees F (25 degrees C) with ductility at 39.2 degrees F (4 degrees C) using the values specified below. AC - 2.5 AC - 5 AC - 10 AC - 20 50+ 25+ 15+ 5+
B.Cationic and Anionic Emulsified A sphalt
1.All standard Slow Setting (SS, CSS), Quick Setting ( QS, CQS) Medium Setting (MS, CMS), and Rapid Setting (RS, CRS) grades including all High -Float designations (HF).
2.Supply under the Approved Supplier Certification System (ASC).
3.Refer to and m eet AASHTO M 208 and M 140.
C.Meet the requirements of one of these tables:
1.Table 10 – Cationic Rapid Setting Emulsified Polymerized Asphalt (CRS -2P)
2.Table 11 – Latex Modified Cationic Rapid Setting Emulsified Asphalt (LMCRS -2)
3.Table 12 – Cationic Medium Setting Emulsified Asphalt (CMS -2S)
4.Table 13 – High Float Medium Setting Emulsified Asphalt (HFMS -2)
5.Table 14– High Float Medium Setting Emulsified Polymerized Asphalt (HFMS -2P)
6.Table 15 – High Float Medium Setting Emulsified Polymerized Asphalt (HFMS -2SP)
7.Table 16 – High Float Rapid Setting Emulsified Polymerized Asphalt (HFRS -2P).
8.Table 17 –Cationic Rapid Setting Emulsified Asphalt (CRS -2A, B)
D.Curing Cut -Back Asphalt
1.Refer to specification ASTM D 2026 for slow curing (SC) .
2.Refer to specification AASHTO M 82 for medium curing (MC) .
3.Refer to specification AASHTO M 81 for rapid curing (RC) .
E.Meet the requirements for Emulsified Asphalt Pavement Rejuvenating Agent:
1.Table 18 – Type A
2.Table 19 – Type B
3.Table 20 – Type B Modified
4.Table 21– Type C
5.Table 22 – Type D Table 11 Cationic Rapid Setting Emulsified Polymerized Asphalt (CRS -2P) Tests Test Method Min. Max. Emulsion Viscosity , SF, 140º F (60º C), s (Project -site Acceptance/Rejection Limits) AASHTO T 59 100 400 Settlement (a) 5 days, percent AASHTO T 59 5 Storage Stability Test (b) 1 d, 24 h, percent AASHTO T 59 Demulsibility (c) 35 ml, 0.8% sodium dioctyl Sulfosucinate, percent AASHTO T 59 40 Particle Charge Test AASHTO T 59 Positive Sieve Test, percent AASHTO T 59 0.10 Distillation Oil distillate, by volume of emulsion, percent 0 Residue (d), percent 68 Residue from Distillation Test Penetration, 77º F (25º C), 100 g, 5 s, dmm AASHTO T 49 80 150 Ductility, 39.2º F (4º C), 5 cm/min, cm Toughness, lb- in Tenacity, lb -in AASHTO T 51 ASTM D 5801 ASTM D 5801 35 Solubility in trichloroethylene, percent AASHTO T 44 97.5 (a) The test requirement for settlement may be waived when the emulsified asphalt is used in less than a five- day time unless the purchaser requires the test. (b) The 24- hour (1- day) storage stability test may be used instead of the five day settlement test. (c) The demulsibility test is made within 30 days from date of shipment. (d) Distillation is determined by AASHTO T 59 with modifications to include a 350 ± 5º F (177 ± 3º C) maximum temperature to be held for 15 minutes. Modify the asphalt cement before emulsification. Table 12 Latex Modified Cationic Rapid Setting Emulsified Asphalt (LMCRS -2) Tests Test Method Min. Max. Emulsion Viscosity, SF, 122º F (50º C), s (Project Site Acceptance/Rejection Limits) AASHTO T 59 140 400 Settlement (a) 5 days, percent AASHTO T 59 5 Storage Stability Test (b) 1 d, 24 h, percent AASHTO T 59 1 Demulsibility (c) 35 ml, 0.8% sodium Dioctyl Sulfosucinate, percent AASHTO T 59 40 Particle Charge Test AASHTO T 59 Positive Sieve Test, percent AASHTO T 59 0.3 Distillation Oil distillate, by volume of emulsion, percent 0 Residue (d), percent 65 Residue from Distillation Test Penetration, 77º F (25º C), 100 g, 5 s, dmm AASHTO T 49 40 200 Torsional Recovery (e) 18 (a) The test requirement for settlement may be waived when the emulsified asphalt is used in less than a five- day time unless the purchaser requires the test. (b) May use the 24 -hour (1 -day) storage stability test instead of the five- day settlement test. (c) Make the demulsibility test within 30 days from date of shipment. (d) Determine distillation by AASHTO T 59, with modifications to include a 350 ± 5ºF (177±3ºC) maximum temperature to be held for 15 minutes. (e) CA 332 (California Test Method) Co-mill latex and asphalt during emulsification Table 13 Cationic Medium Setting Emulsified Asphalt (CMS -2S) Tests Test Method Specification Emulsion Viscosity, SF, 122º F (50º C), s AASHTO T 59 50 - 450 Percent residue AASHTO T 59 60 min Storage Stability Test, 1d, 24h, percent AASHTO T 59 1 max Sieve, percent AASHTO T 59 0.10 max Particle charge AASHTO T 59 Positive Oil Distillate, percent by volume of emulsion AASHTO T 59 5-15 Residue Penetration, 77º F (25º C), 100g, 5 sec, dmm AASHTO T 59 100-250 Solubility , percent AASHTO T 59 97.5 min. Table 14 High Float Medium Setting Emulsified Asphalt ( HFMS -2) Tests Test Method Min. Max. Emulsion Viscosity, SF, 122 ° F (50° C), s (Project Site Acceptance/Rejection Limits AASHTO T 59 70 300 Storage Stability Test, 1d, 24 h, percent AASHTO T 59 1.0 Sieve Test , percent AASHTO T 59 0.1 Distillation Oil Distillate, by volume of emulsion, percent AASHTO T 59 NA NA Residue, percent AASHTO T 59 65 Residue from Distillation Test Penetration, 77 ° F (25° C), 100g, 5 s, dmm AASHTO T 49 50 200 Float Test, 140 ° F (60° C), s AASHTO T 50 1,200 Solubility in Trichloroethylene, percent AASHTO T 44 97.5 Ductility, 77 ° F (25° C) 5cm/min, cm AASHTO T 51 40 Table 15 High Float Medium Setting Emulsified Polymerized Asphalt (HFMS -2P) (a) Tests Test method Min. Max. Emulsion Viscosity, SF, 122º F (50º C), s (Project Site Acceptance/Rejection Limits) AASHTO T 59 100 450 Storage Stability Test, 1 d, 24 h, percent AASHTO T 59 1.0 Sieve Test, percent AASHTO T 59 0.1 Distillation Oil distillate, by volume of emulsion, percent AASHTO T 59 7 Residue (b), percent AASHTO T 59 65 Residue from Distillation Test Penetration, 77º F (25º C), 100 g, 5 s, dmm AASHTO T 49 70 300 Float Test, 140º F (60º C), s AASHTO T 50 1,200 Solubility in trichloroethylene, percent AASHTO T 44 97.5 Elastic Recovery, 77º F (25º C), percent AASHTO T 301 50 (a) Supply an HFMS -2P (anionic, polymerized, high -float) as an emulsified blend of polymerized asphalt cement, water, and emulsifiers. Polymerize the asphalt cement with at least 3.0% polymer by weight of the asphalt cement before emulsification. The emulsion must be smooth and homogeneous throughout with no white, milky separation, pumpable, and suitable for application through a distributor after standing undisturbed for at least 24 hours . (b) Determine the distillation by AASHTO T 59, with modifications to include a 350 ± 5º F (177 ± 3º C) maximum temperature to be held for 15 minutes. Table 16 High Float Medium Setting Emulsified Polymerized Asphalt (HFMS -2SP) (a) Tests Test method Min. Max. Emulsion Viscosity, SF, 122º F (50º C), s (Project Site Acceptance/Rejection Limits) AASHTO T 59 50 450 Storage Stability Test, 1 d, 24 h, percent AASHTO T 59 1 Sieve Test, percent AASHTO T 59 0.1 Distillation Oil distillate, by volume of emulsion, percent AASHTO T 59 7 Residue (b), percent AASHTO T 59 65 Residue from Distillation Test Penetration, 77º F (25º C), 100 g, 5 s, dmm AASHTO T 49 150 300 Float Test, 140ºF (60ºC), s AASHTO T 50 1200 Solubility in trichloroethylene, percent AASHTO T 44 97.5 Elongation Recovery( c), 77º F (25º C), percent AASHTO T 301 50 (a) Supply an HFMS -2SP (anionic, polymerized, high -float) as an emulsified blend of polymerized asphalt cement, water, and emulsifiers. Polymerize the asphalt cement with at least 3.0% polymer by weight of the asphalt cement before emulsification. The emulsion must be smooth and homogeneous throughout with no white, milky separation, pumpable, and suitable for application through a distributor after standing undisturbed for at least 24 hours . (b) Determine the distillation by AASHTO T 59, with modifications to include a 350 ± 5º F (177 ± 3º C) maximum temperature to be held for 15 minutes. (c) Report only when penetration is greater than 300 dmm. Table 17 High Float Rapid Setting Emulsified Polymerized Asphalt (HFRS -2P) (a) Tests Test method Min. Max. Emulsion Viscosity, SF @ 122º F (50º C), s (Project Site Acceptance/Rejection Limits) AASHTO T 59 50 450 Storage Stability Test (b) 1 d, 24 h, percent AASHTO T 59 1 Demulsibility 0.02 N Ca Cl 2, percent AASHTO T 59 40 Sieve Test, percent AASHTO T 59 0.1 Distillation Oil distillate, by volume of emulsion, percent AASHTO T 59 3 Residue (b), percent AASHTO T 59 65 Residue from Distillation Test Penetration, 77º F (25º C), 100 g, 5 s, dmm AASHTO T 49 70 150 Float Test, 140º F (60º C), s AASHTO T 50 1,200 Solubility in trichloroethylene, percent AASHTO T 44 97.5 Elastic Recovery, 77º F (25º C), percent AASHTO T 301 58 (a) Supply an HFMS -2SP (anionic, polymerized, high -float) as an emulsified blend of polymerized asphalt cement, water, and emulsifiers. Polymerize the asphalt cement with at least 3.0% polymer by weight of the asphalt cement before emulsification. The emulsion must be smooth and homogeneous throughout with no white, milky separation, pumpable, and suitable for application through a distributor after standing undisturbed for at least 24 hours . (b) Determine the distillation by AASHTO T 59, with modifications to include a 350 ± 5ºF (177±3ºC) maximum temperature to be held for 15 minutes. Table 18 Cationic Rapid Setting Emulsified Asphalt (CRS -2A,B) Tests Test Method Min Max Emulsion Viscosity, SF, 122º F (50º C), s (Project Site Rejection/Acceptance Limits) AASHTO T 59 140 400 Storage stability test, 24 h, percent AASHTO T 59 1 Demulsibility, 35 mL 0.8 percent Sodium Dioctyl Sulfosucinate, percent AASHTO T 59 Particle charge test AASHTO T 59 Positive Sieve test, percent AASHTO T 59 0.10 Distillation Oil distillate, by volume of emulsion, percent AASHTO T 59 0 Residue, percent AASHTO T 59 65 Use PG58 -22 and PG64 -22 as base asphalt cement for CRS -2A, B, respectively. Specification for high temperature performance – original and RTFO G*/sinδ within 3º C of grade. Table 19 Emulsified Asphalt Pavement Rejuvenating Agent Concentrate Type A Property Test Method Limits Viscosity, SF, 77º F (25º C), s AASHTO T 59 15 Min 40 Max Residue , percent W (a) AASHTO T 59 60 Min. 65 Max. Miscibility Test (b) AASHTO T 59 No Coagulation Sieve Test, percent W ( c) AASHTO T 59 0.20 Max. 5-day Settlement, percent W AASHTO T 59 5.0 Max. Particle Charge AASHTO T 59 Positive Light Transmittance , % UDOT MOI 8 -973 30 Max. Cement Mixing AASHTO T 59 2 Max. Residue from Distillation (a) Viscosity, 140º F (60º C), mm2/s ASTM D 4402 150 - 300 Flash Point, COC, º F (º C) AASHTO T 48 385 Min. Asphaltenes, percent W ASTM D 2006 0.4 Min. 0.75 Max. Maltene Distribution Ratio (PC + A 1)/(S + A 2) (d) ASTM D 2006 0.3 Min. 0.6 Max Saturated Hydrocarbons, S (d) ASTM D 2006 21 Min. 28 Max. PC/S Ratio (d) ASTM D 2006 1.5 Min. (a) AASHTO T 59, Evaporation Test, modified as follows: Heat a 50 gram sample to 300ºF until foaming ceases, then cool immediately and calculate results. (b) AASHTO T 59, modified as follows: Use a 0.02 Normal Calcium Chloride solution in place of distilled water. (c) AASHTO T 59, modified as follows: Use distilled water in place of a two percent sodium oleate solution. (d) Chemical composition by ASTM Method D -2006 -70: PC= Polar Compounds, A 1 = First Acidaffins A2 = Second Acidaffins, S = Saturated Hydrocarbons Table 20 Emulsified Asphalt Pavement Rejuvenating Agent Concentrate Type B Tests Test Method Limits Viscosity, SF, 77º F (25º C), s AASHTO T 59 25 - 150 Residue, percent W AASHTO T 59 (mod) (a) 62 Min. Sieve Test, percent W AASHTO T 59 0.10 Max. 5-day Settlement AASHTO T 59 5.0 Max. Particle Charge AASHTO T 59 Positive Pumping Stability (b) Pass Residue from Distillation (a) Viscosity @ 140º F (60º C), mm2/s AASHTO T 201 2,500 - 7,500 Solubility in 1,1,1 Trichloroethylene, percent AASHTO T 44 98 Min. Flash Point, COC AASHTO T 48 204º C, Min. Asphaltenes, percent W ASTM D 2007 15 Max. Saturates, percent W ASTM D 2007 30 Max. Aromatics, percent W ASTM D 2007 25 Min. Polar Compounds, percent W ASTM D 2007 25 Min. (a) Determine the distillation by AASHTO T 59 with modifications to include a 300 ± 5º F (149 ± 3º C) maximum temperature to be held for 15 minutes. (b) Test pumping stability by pumping 475 ml of Type B diluted 1 part concentrate to 1 part water, at 77º F (25º C) through a ¼ inch gear pump operating at 1750 rpm for 10 minutes with no significant separation or coagulation in pumped material. Type B – an emulsified blend of lube oil or lube oil extract and petroleum asphalt. Table 21 Emulsified Asphalt Pavement Rejuvenating Agent Concentrate Type B Modified Property Test Method Limits Viscosity, SF, 77º F (25º C), s AASHTO T 59 50 - 200 Residue(a), percent W AASHTO T 59 62 Min. Sieve Test, percent W AASHTO T 59 0.20 Max. 5-day Settlement, percent W AASHTO T 59 5.0 Max. Particle Charge AASHTO T 59 Positive Pumping Stability (b) Pass Residue from Distillation (a) Viscosity (c) 275º F (135º C), cP ASTM D 4402 150 - 300 Penetration, 77º F (25º C), dmm AASHTO T 49 180 Min. Solubility in 1,1,1 Trichloroethylene, percent AASHTO T 44 98 Min. Flash Point, COC, º F (º C) AASHTO T 48 400(204) Min. Asphaltenes, percent W ASTM D 2007 20 - 40 Saturates, percent % W ASTM D 2007 20 Max. Polar Compounds, percent W ASTM D 2007 25 Min. Aromatics, percent W ASTM D 2007 20 Min. PC/S Ratio ASTM D 2007 1.5 Min. (a) Determine the distillation by AASHTO T 59 with modifications to include a 300±5ºF (149 ± 3º C) maximum temperature to be held for 15 minutes. (b) Pumping stability is tested by pumping 475 ml of Type B diluted 1 part concentrate to 1 part water, at 77º F (25º C) through a ¼ inch gear pump operating at 1750 rpm for 10 minutes with no significant separation or coagulation in pumped material. (c) Brookfield Thermocel Apparatus -LV model. ≥ 50 rpm with a #21 spindle, 7.1 g residue, at > 10 torque As required by the Asphalt Emulsion Quality Management Plan 508, UDOT Minimum Sampling and Testing Requirements , the supplier certifies that the base stock contains at least 15% by weight of Gilsonite Ore. Use the HCL precipitation method as a qualitative test to detect the presence of Gilsonite. Table 22 Emulsified Asphalt Pavement Rejuvenating Agent Concentrate Type C Property Test Method Limits Viscosity, SF, 77º F (25º C), s AASHTO T 59 10 - 100 Residue (a), percent W (Type C supplied ready to use 1:1 or 2:1. AASHTO T 59 30 Min. 1:1 40 Min. 2:1 Sieve Test, percent W (b) 0.10 Max. 5-day Settlement, percent W AASHTO T 59 5.0 Max. Particle Charge AASHTO T 59 Positive pH (May be used if particle charge test is inconclusive) 2.0 - 7.0 Pumping Stability (c) Pass Tests of Residue from Distillation (a) Viscosity, 275º F (135º C), mm2/s AASHTO T 201 475 - 1,500 Solubility in 1,1,1 Trichloroethylene, percent AASHTO T 44 97.5 Min. RTFO mass loss, percent W AASHTO T 240 2.5 Max. Specific Gravity AASHTO T 228 0.98 Min. Flash Point, COC AASHTO T 48 232º C, Min. Asphaltenes, percent W ASTM D 2007 25 Min., 45 Max. Saturates, percent W ASTM D 2007 10 Max. Polar Compounds, percent W ASTM D 2007 30 Min. Aromatics, percent W ASTM D 2007 15 Min. (a) Determine the distillation by AASHTO T 59 with modifications to include a 300 ± 5º F (149 ± 3º C) maximum temperature to be held for 15 minutes. (b) Test method identical to AASHTO T 59 except that distilled water is used in place of 2% sodium oleate solution. (c) Test pumping stability by pumping 475 ml of Type diluted 1 part concentrate to 1 part water, at 77º F (25º C) through a ¼ inch gear pump operating at 1750 rpm for 10 minutes with no significant separation or coagulation in pumped material. As required by the Asphalt Emulsion Quality Management Plan Section 508 , UDOT Minimum Sampling and Testing Requirements ,, the supplier certifies that the base stock contains at least 10% by weight of Gilsonite ore. Use the HCL precipitation method as a qualitative test to detect the presence of Gilsonite. Table 23 Emulsified Asphalt Pavement Rejuvenating Agent Concentrate Type D Property Test Method Limits Viscosity, SF, 77º F (25º C), s AASHTO T 59 30 - 90 Residue, (b) percent W AASHTO T 59 65 Sieve Test, percent W AASHTO T 59 0.10 Max. pH 2.0 - 5.0 Residue from Distillation (b) Viscosity, 140º F (60º C), cm2/s AASHTO T 201 300 - 1200 Viscosity, 275º F (135º C), mm2/s AASHTO T 201 300 Min. Modified Torsional Recovery (a) percent CA 332 (Mod) 40 Min. Toughness, 77º F (25º C), in -lb ASTM D 5801 8 Min. Tenacity, 77º F (25º C), in -lb ASTM D 5801 5.3 Min. Asphaltenes, percent W ASTM D 2007 16 Max. Saturates, percent W ASTM D 2007 20 Max. (a) Torsional recovery measurement to include first 30 seconds. (b) Determine the distillation by AASHTO T 59 with modifications to include a 300 ± 5º F (149 ± 3º C) maximum temperature to be held for 15 minutes.
2.3 Hot -Pour Crack Sealant for Asphalt Pavement
A.Combine a homogenous blend of materials to produce a sealant according to properties and tests in Table 23 .
B.Packaging and Marking – Supply sealant pre -blended, pre- reacted, and pre-packaged in lined boxes weighing no more than 30 lb.
1.Use a dissolvable lining that will completely melt and become part of the sealant upon subsequent re- melting.
2.Deliver the sealant in the manufacturer’s original sealed container.
a.Clearly mark each container with the manufacturer’s name, trade name of sealant, batch or lot number, and recommended safe heating and application temperatures. Table 24 Hot-Pour Asphalt Pavement Crack Sealant Application Properties Workability Pour readily and penetrate 0.25 inch and wider cracks for the entire application temperature range recommended by the manufacturer. Curing No tracking caused by normal traffic after 45 minutes from application. Asphalt Compatibility ASTM D 5329, Section
14.No failure in adhesion. No formation of an oily ooze at the interface between the sealant and the asphalt pavement or softening or other harmful effects on the asphalt pavement . Material Handling Follow the manufacturer’s safe heating and application temperatures. Test Method Property Minimum Maximum AASHTO T 51 Ductility, modified, 1cm/min, 39.2º F (4º C), cm 30 UDOT method 967 Cold Temperature Flexibility no cracks AASHTO T 300 (a) Force -Ductility, lb force 4 ASTM D 5329 Flow 140ºF (60º C), 5 hrs 75º angle, mm 3 AASHTO M 282 (b) Tensile -Adhesion, modified 300% AASHTO T 228 Specific Gravity, 60º F (15.6º C) 1.140 ASTM D 5329 Cone Penetration, 77º F (25º C), 150 g, 5 sec., dmm 90 ASTM D 5329 Resilience, 77º F (25º C), 20 sec., percent 30 ASTM D 4402 Viscosity, 380ºF (193.3ºC), SC4 -27 spindle, 20 rpm, Cp 2,500 ASTM D 5329 Bond , Non -Immersed as specified in AASHTO M 282 Pass (a) Maximum of 4 lb force during the specified elongation of 30 cm @ 1 cm/min, 39.2º F (4º C). (b) Delete Bond, Non -Immersed modification in AASHTO M 282. Perform tensile -adhesion test according to ASTM D 5329.
Part 3 — EXECUTION Not U sed
Source: Utah Standard Specifications for Road and Bridge Construction, 2026 Edition. Pages 506–527 of 1,331.