Summary for Test 2021-06-20-6-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215412 DEA: 061A9404 EFIS: 0620000141 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-20.0/21.0,30.9/37.3 |
| Award Date | 02/18/2021 |
| Closeout Date | 11/23/2021 |
| Work Description | COLD PLANE AND REPLACE WITH RHMA (TYPE O). |
| Location Description | FRESNO COUNTY FROM 2 MILES NORTH OF ROUTE 5/33/145 SEPARATION TO SOUTH DERRIC AVENUE OVERCROSSING AND FROM 1 MILE NORTH OF ROUTE 5/33 SEPARATION TO 1.1 MILES SOUTH OF KAMM AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 06/20/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/25/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Rubberized PG64-16 |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | G | Last name of sampler or witnessed by | L |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite - Coalinga | Transportation Laboratory (TL) Number | c040385 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | San Joaquin Refining Co Inc |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 2 |
| Sublot number | 17 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-20-6
DIME Test ID: 2021-06-20-6-3
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: 2021-07-30
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/29/2021
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 94 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 92 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 92 mm
Resilience 1: 7 %
Resilience 2: 8 %
Resilience 3: 9 %
Average Resilience: 8 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/30/2021 ✔
