Summary for Test 2020-06-23-36-1
Test performed: CTM 368-November 2010Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 06/23/2020 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/28/2025 | Sample type | Verification |
| A brief description of the sample | 1/2" RHMA-O | The quantity of what the sample constitutes | 4 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | H |
| Last name of sampler or witnessed by | B | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hanson Sunol | |
| 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: 2020-06-23-36
DIME Test ID: 2020-06-23-36-1
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: 2020-08-06
Test Results
What type of OBC Mix is this?: ARB for RHMA-O
Input Type: Measured
Tester's full name: BSK
Date of test: 06/22/2020
Draindown at ABR sample 1
: 2.5 g
Draindown at ABR sample 2: 4.7 g
Draindown at ABR sample 3: 3.1 g
Average Draindown at ABR: 3.4 g
Draindown at ABR -0.7% sample 1: 2.6 g
Draindown at ABR -0.7% sample 2: 1.8 g
Draindown at ABR -0.7% sample 3: 1.7 g
Average Draindown at ABR -0.7% : 2.0 g
Draindown at ABR +0.7% sample1: 4.4 g
Draindown at ABR +0.7% sample2: 5.9 g
Draindown at ABR +0.7% sample3: 7.0 g
Average Draindown at ABR +0.7%: 5.8 g
OBC=OBC1: 5.70 %
For RHMA-0: 7.98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/6/2020 ✔