Summary for Test 2020-04-16-11-1
Test performed: CTM 368-November 2010Project Information
| Project Identifiers | Project ID: 214424 DEA: 051F6304 EFIS: 0514000040 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41-14.2/15.9 |
| Award Date | 12/12/2019 |
| Closeout Date | 09/23/2022 |
| Work Description | ROUTE 41 ATASCADERO ADA PROJECT; CONSTRUCT ADA PATHWAYS AND RAMPS, DRAINAGE SYSTEMS AND SIGNALS. |
| Location Description | SAN LUIS OBISPO COUNTY IN ATASCADERO FROM SAN GABRIEL ROAD TO ROUTE 101/41 SEPARATION |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 04/16/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Verification |
| A brief description of the sample | Lab Mix | The quantity of what the sample constitutes | Lab mix for CTM 368 |
| From where was the sample collected | Other | First name of sampler or witnessed by | does not apply |
| Last name of sampler or witnessed by | does not apply | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | D5 Lab | |
| 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: 2020-04-16-11
DIME Test ID: 2020-04-16-11-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Test Release Date: 2020-04-24
Test Results
What type of OBC Mix is this?: ARB for RHMA-O
Input Type: Calculated
Tester's full name: D. Ramirez
Date of test: 04/16/2020
Draindown at ABR sample 1
: no data
Draindown at ABR sample 2: no data
Draindown at ABR sample 3: no data
Average Draindown at ABR: no data
Draindown at ABR -0.7% sample 1: no data
Draindown at ABR -0.7% sample 2: no data
Draindown at ABR -0.7% sample 3: no data
Average Draindown at ABR -0.7% : no data
Draindown at ABR +0.7% sample1: no data
Draindown at ABR +0.7% sample2: no data
Draindown at ABR +0.7% sample3: no data
Average Draindown at ABR +0.7%: no data
OBC=OBC1: 5.58 %
For RHMA-0: 7.20 %
General comments (publicly viewable) (Max 1000 characters): 5.58 DWAx1.4, converted to TWM, rounded to 7.20 TWM
Test was verified on 4/24/2020 ✔