Summary for Test 2020-11-03-9-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
| Award Date | 10/22/2020 |
| Closeout Date | 12/11/2023 |
| Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
| Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
| Sample Taken Date | 11/03/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/05/2020 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA-A w/25% RAP PG 58-22 | The quantity of what the sample constitutes | 1 box |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Darren |
| Last name of sampler or witnessed by | LaChaine | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 20-A-281 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Buellton 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 3 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-11-03-9
DIME Test ID: 2020-11-03-9-2
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2020-11-09
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Eric Atkins
Date of test: 11/06/2020
Specific Gravity for Sample 1: 2.423
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2020 ✔