Summary for Test 2020-08-07-19-2
Test performed: CTM 368-November 2010Project Information
| Project Identifiers | Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-M2.4/M12.4 |
| Award Date | 11/16/2017 |
| Closeout Date | 12/08/2022 |
| Work Description | ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS |
| Location Description | FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/16/2017) |
Sample Information
| Sample Taken Date | 08/07/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Verification |
| A brief description of the sample | 1/2" WRHMA-O-SP | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Dennis |
| Last name of sampler or witnessed by | Yeung | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hanson Sunol Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | OGFC |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2020-08-07-19
DIME Test ID: 2020-08-07-19-2
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Test Release Date: 2020-08-18
Test Results
What type of OBC Mix is this?: ARB for RHMA-O
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/12/2020
Draindown at ABR sample 1
: 3.7 g
Draindown at ABR sample 2: 3.2 g
Draindown at ABR sample 3: 4.0 g
Average Draindown at ABR: 3.6 g
Draindown at ABR -0.7% sample 1: 2.0 g
Draindown at ABR -0.7% sample 2: 1.7 g
Draindown at ABR -0.7% sample 3: 2.0 g
Average Draindown at ABR -0.7% : 1.9 g
Draindown at ABR +0.7% sample1: 4.6 g
Draindown at ABR +0.7% sample2: 4.9 g
Draindown at ABR +0.7% sample3: 4.9 g
Average Draindown at ABR +0.7%: 4.8 g
OBC=OBC1: 5.70 %
For RHMA-0: 7.98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2020 ✔