Summary for Test 2020-06-15-9-1
Test performed: CTM 368-November 2010Project Information
| Project Identifiers | Project ID: 212899 DEA: 051C6704 EFIS: 0512000194 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-17-0.2-0.5 |
| Award Date | 02/08/2019 |
| Closeout Date | 09/23/2022 |
| Work Description | PASATIEMPO RETAINING WALL - |
| Location Description | IN SANTA CRUZ FROM 0.5 MILE TO 0.3 MILES SOUTH OF PASATIEMPO OVERCROSSING |
| QA Service Level | 1 (Verified on 04/01/2019) |
Sample Information
| Sample Taken Date | 06/15/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/15/2020 |
| Sample type | Verification | A brief description of the sample | Lab Mix for CTM 368 |
| The quantity of what the sample constitutes | Lab Mix | From where was the sample collected | Other |
| First name of sampler or witnessed by | Danilo | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Made in D5 Lab | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | OGFC |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-15-9
DIME Test ID: 2020-06-15-9-1
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: 2020-06-17
Test Results
What type of OBC Mix is this?: Unmodified asphalt
Input Type: Calculated
Tester's full name: D. Ramirez
Date of test: 06/24/2020
Draindown at ABR sample 1
: 4.6 g
Draindown at ABR sample 2: 4.4 g
Draindown at ABR sample 3: 3.9 g
Average Draindown at ABR: 4.3 g
Draindown at ABR -0.7% sample 1: 1.6 g
Draindown at ABR -0.7% sample 2: 2.2 g
Draindown at ABR -0.7% sample 3: 1.7 g
Average Draindown at ABR -0.7% : 1.8 g
Draindown at ABR +0.7% sample1: 9.7 g
Draindown at ABR +0.7% sample2: 9.7 g
Draindown at ABR +0.7% sample3: 9.7 g
Average Draindown at ABR +0.7%: 9.7 g
OBC=OBC1: 5.1 %
General comments (publicly viewable) (Max 1000 characters): 5.2 TWM 6/15/2020. adjusted to 5.1 - edited on 6/25/2020
Test was verified on 6/17/2020 ✔