31-14 - Attachment G eFlex PDS Emulsion-Spec.pdf

While statements, technical information and recommendations contained herein are based on information our company believes to be reliable, nothing contained herein shall constitute any warranty, express or implied, with respect to the products and/or services described herein and any such warranties are expressly disclaimed. We recommend that the prospective purchaser or user independently determine the suitability of our product(s) for their intended use. No statement, information or recommendation with respect to our products, whether contained herein or otherwise communicated, shall be legally binding upon us unless expressly set forth in a written agreement between us and the purchaser/user.

Document # PDS-AE-008.05 CSS-1EP Revised March 26, 2024. Safety Data Sheet (SDS) available at https://ergonasphalt.com/asphalt/SDSs

CSS‐1EP Product Data Sheet A cationic, water‐based asphalt emulsion product primarily used for high performance micro‐surfacing treatments.

Property Test Procedure Specification

AASHTO min max

Asphalt Base Properties

ODSR, kPa (G*/sin δ, 10 rad./sec), 76°C T315 1.0

Tests on Emulsion

Viscosity, Saybolt-Furol, 122°F, seconds T59 15 150

Sieve Test, % T59 0.1

Residue by Evaporation, % T59 62

Residue Properties from Low Temperature Evaporation(1) R‐78 Procedure B

MSCR, 70°C, Recovery at 3.2 kPa, % T350 80

MSCR, 70°C, Jnr at 3.2/kPa T350 0.50

(1) After recovering the residue from AASHTO R‐78 Procedure B, the sample may be annealed prior to testing to remove any excess moisture and provide for a consistent sample.

The annealing can be accomplished by placing 20 grams of residue in a 6 oz. metal container (approx. 3‐inch diameter) and heating to 163°C for no more than 15 minutes. The sample should be stirred with a spatula every 5 minutes. The sample can then be poured directly into a 25mm DSR silicone mold for evaluation.

Handling Protect emulsion from freezing Avoid overheating Avoid excessive pumping

EXAMPLE OF PRODUCT SPECS

EQUIVALENT SPECS WILL BE ACCEPTABLE ON THE

CONDITION PRODUCT MEETS ALL APPLICABLE TEST

PROCEDURES, SPECS, AND MIX DESIGN

While statements, technical information and recommendations contained herein are based on information our company believes to be reliable, nothing contained herein shall constitute any warranty, express or implied, with respect to the products and/or services described herein and any such warranties are expressly disclaimed. We recommend that the prospective purchaser or user independently determine the suitability of our product(s) for their intended use. No statement, information or recommendation with respect to our products, whether contained herein or otherwise communicated, shall be legally binding upon us unless expressly set forth in a written agreement between us and the purchaser/user.

Document # PDS-AE-008.05 CSS-1EP Revised March 26, 2024. Safety Data Sheet (SDS) available at https://ergonasphalt.com/asphalt/SDSs

Mix Design Specifications

In addition to the above liquid specifications, the below mix design parameters should be specified for eFlex:

Test Mixture Control

Tolerance

Types

II and III

Range for Residual Asphalt, % (1) +/‐0.5% 6.0-9.0

Range for Mineral Filler, % (1) +/‐0.5% 0.5-3.0

Test Method ISSA TB # (2) Value

Wet Track Abrasion Loss, 1 Hour Soak, g/ft2, Maximum TB 100 38

Wet Track Abrasion Loss, 6 Day Soak, g/ft2, Maximum TB 100 60

Lateral Displacement, %, Maximum TB 147 5

Excess Asphalt by LWT, g/ft2, Maximum TB 109 50

System Compatibility, Minimum Grade TB 144 11 points

Mixing Time, Seconds, 77°F, Minimum TB 113 120

Set Time, 30 Minutes, kg-cm, Minimum TB 139 12

Early Rolling Traffic Time, 60 Minutes, kg-cm, Minimum TB 139 20

Water Resistance, 30 Minutes TB 102 No Discoloration

Wet Stripping Test, % Coating, Minimum TB114 90

System Compatibility TB 115 Pass

To be Conducted at Recommended Job Mix Formula

Cantabro Mass Loss, %, Maximum (3) TX 245‐F 2.0

Bulk Specific Gravity (3) AASHTO T166 2.100‐2.400

Ideal CT, peak load, lb-force, Minimum (4) ASTM D 8225 2000

Ideal CT, Index, Minimum (4) ASTM D 8225 100

1. Percent residual asphalt and percent mineral filler shall be based on weight of dry aggregate.

2. Reference to ISSA TB means International Slurry Surfacing Association Technical Bulletin.

3. Samples to be prepared by ISSA TB 148 Marshall Compaction only (30 blows/side) and tested in dry condition at 25°C

a. A compaction temperature of 154C has been found to be sufficient.

b. Four hours of total heating time (± 5 minutes) has been found to be sufficient to reach the compaction temperature.

c. Allow to cool and measure Bulk Specific Gravity.

d. Perform Tex T245-f once the samples have dried to constant mass in front of a fan at room temperature.

4. Prepare samples for ASTM D 8225:

a. Mix component materials and spread them approximately 2 inches thick on release paper. Allow the mixture to cure at

60C for 16 hours.

b. Proportion the material to yield proper dimensions for the test.

c. Heat the mixture to 154C for four hours (+/- 5 minutes) and compact to a minimum of 2.200 g/mL with a Superpave

Gyratory Compactor (30 gyrations).

d. Allow to cool and measure Bulk Specific Gravity.

e. Perform ASTM D 8225 at least 16 hours after testing Bulk Density.