Summary for Test 2020-04-09-3-1
Test performed: CTM 368-November 2010Project Information
| Project Identifiers | Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-68-1.6/L4.1 |
| Award Date | 02/19/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL. |
| Location Description | MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/09/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 04/09/2020 |
| Sample type | Verification | A brief description of the sample | Made by D5 Lab |
| The quantity of what the sample constitutes | Lab mix for OGFC | From where was the sample collected | Other |
| First name of sampler or witnessed by | NA | Last name of sampler or witnessed by | NA |
| 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 |
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: 2020-04-09-3
DIME Test ID: 2020-04-09-3-1
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: 2020-04-09
Test Results
What type of OBC Mix is this?: Unmodified asphalt
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 04/09/2020
Draindown at ABR sample 1
: 3.4 g
Draindown at ABR sample 2: 3.2 g
Draindown at ABR sample 3: 3.4 g
Average Draindown at ABR: 3.3 g
Draindown at ABR -0.7% sample 1: 2.3 g
Draindown at ABR -0.7% sample 2: 2.4 g
Draindown at ABR -0.7% sample 3: 2.3 g
Average Draindown at ABR -0.7% : 2.3 g
Draindown at ABR +0.7% sample1: 7.4 g
Draindown at ABR +0.7% sample2: 7.2 g
Draindown at ABR +0.7% sample3: 7.4 g
Average Draindown at ABR +0.7%: 7.4 g
OBC=OBC1: 6.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2020 ✔