Summary for Test 2020-05-04-20-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213884 DEA: 051F1004 EFIS: 0513000057 Permit Numbers: 0519NOP0704 0520NDP0091 |
|---|---|
| DIST-CO-RTE-PM | 05---82.18/-1 |
| Award Date | 01/07/2020 |
| Closeout Date | 08/17/2022 |
| Work Description | Re-align on and off-ramps at NB interchange. Signalize the intersection, revise pavement delineation and markings on Clark Avenue, minor pavement rehabilitation, guardrail replacement and widening at southbound off-ramp.Construct interchange improvements at US Highway 101 and Clark Avenue accordin |
| Location Description | US Highway 101, Orcutt unincorporated |
| QA Service Level | 1 (Verified on 02/18/2020) |
Sample Information
| Sample Taken Date | 05/04/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 05/07/2020 |
| Sample type | Verification | A brief description of the sample | Boxes of RHMA-G |
| The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Lopez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Buellton | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | 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: 2020-05-04-20
DIME Test ID: 2020-05-04-20-3
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: 2020-05-13
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: E. Atkins
Date of test: 05/11/2020
Specific Gravity for Sample 1: 2.327
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2020 ✔