Summary for Test 2023-08-03-69-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994998 DEA: 061E5704 EFIS: 0622000070 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145-26.1/34/1, 2.0/8.0 |
| Award Date | 04/18/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Cold plane asphalt concrete pavement and place RHMA. |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13 |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 08/03/2023 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 08/11/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2 RHMA PG 64-16 |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | unknown |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | 028128 |
| 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 | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-08-03-69
DIME Test ID: 2023-08-03-69-2
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: 2023-08-17
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/17/2023
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 76 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 78 mm
Resilience 1: 29 %
Resilience 2: 26 %
Resilience 3: 27 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2023 ✔