Summary for Test 2020-10-20-7-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 10/20/2020 | Sample Unique Key | 7 |
---|---|---|---|
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 | 10/23/2020 |
Sample type | Verification | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | ARB Rcvd 2 cans #21 Test | From where was the sample collected | Source |
First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero | Transportation Laboratory (TL) Number | 853473 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
---|---|---|---|
Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2020-10-20-7
DIME Test ID: 2020-10-20-7-3
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: 2020-10-29
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/27/2020
Temperature: 25 C
Final Dial reading (F1): 75 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 77 mm
Ball Penetration (P3): 0 mm
Resilience 1: 25 %
Resilience 2: 25 %
Resilience 3: 23 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): As per 2018 Standard Spec.
Test was verified on 10/29/2020 ✔