Summary for Test 2022-06-09-40-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 215148 DEA: 081E8404 EFIS: 0814000113 |
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DIST-CO-RTE-PM | 08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6 |
Award Date | 12/11/2020 |
Closeout Date | 03/01/2023 |
Work Description | REPLACE ROADWAY WITH RHMA-G AND HMA. |
Location Description | IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL |
QA Service Level | 1 (Verified on 03/18/2021) |
Sample Information
Sample Taken Date | 06/09/2022 | Sample Unique Key | 40 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/14/2022 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Ruben | Last name of sampler or witnessed by | Lopez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0366-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Matich-Cabazon | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
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Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-09-40
DIME Test ID: 2022-06-09-40-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2022-06-23
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 06/21/2022
Temperature: 25 C
Final Dial reading (F1): 62 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 63 mm
Ball Penetration (P3): 0 mm
Resilience 1: 38 %
Resilience 2: 36 %
Resilience 3: 37 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/23/2022 ✔