Summary for Test 2026-08-04-51-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 1002542 DEA: 101U0404 EFIS: 1025000084 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-26-unk1.1/8.0, 10.1/11.0known |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Cold plane, HMA, RHMA, slurry seal, and signal and lighting systems |
| Location Description | FROM 0.3 MILE WEST OF ORO AVENUE TO 0.9 MILE WEST OF MURRAY ROAD AND AT LINDEN FROM 0.1 MILE EAST OF DUNCAN ROAD TO 0.2 MILE EAST OF MARKET STREET In District 10 On Route 26 |
| QA Service Level | 1 (Verified on 08/12/2026) |
Sample Information
| Sample Taken Date | 08/04/2026 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 08/11/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1 can of rubberized binder |
| The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Luis | Last name of sampler or witnessed by | Magana |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed Munn & Perkins Plant | Transportation Laboratory (TL) Number | 850397 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 850397 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-08-04-51
DIME Test ID: 2026-08-04-51-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2026-08-18
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 08/18/2026
Temperature: 25 C
Ball Penetration (P1): 6 mm
Final Dial reading (F1): 66 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 62 mm
Resilience 1: 40 %
Resilience 2: 39 %
Resilience 3: 40 %
Average Resilience: 40 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENSE REBOUND
Test was verified on 8/18/2026 ✔