Summary for Test 2022-12-17-10-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993651 DEA: 112N1144 EFIS: 1121000143 |
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DIST-CO-RTE-PM | 11-IMP-78-34.0/41.0 |
Award Date | 06/29/2022 |
Closeout Date | 03/27/2023 |
Work Description | COLD IN-PLACE RECYCLING, RHMA-G OVERLAY, PAVEMENT MARKINGS. |
Location Description | IMPERIAL COUNTY NEAR AND AT GLAMIS FROM 6.7 MILES EAST OF EAST HIGHLINE CANAL TO TED KIPF ROAD |
QA Service Level | 1 (Verified on 03/29/2022) |
Sample Information
Sample Taken Date | 12/17/2022 | Sample Unique Key | 10 |
---|---|---|---|
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 | 12/22/2022 |
Sample type | 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 | apz | Last name of sampler or witnessed by | apz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | APZ Gateway | Transportation Laboratory (TL) Number | C004856 |
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 |
Test Details
DIME Sample ID: 2022-12-17-10
DIME Test ID: 2022-12-17-10-3
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: 2023-01-23
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 12/29/2022
Temperature: 25 C
Final Dial reading (F1): 62 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 62 mm
Ball Penetration (P3): 0 mm
Resilience 1: 38 %
Resilience 2: 37 %
Resilience 3: 38 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/23/2023 ✔