Summary for Test 2022-07-15-49-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-R48.0/51.0 |
| Award Date | 12/20/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/15/2022 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/15/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and Virgin PG 58-34 M from Valero – Benicia | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Clint |
| Last name of sampler or witnessed by | Rogers | Title of sampler | PEI Tech |
| Telephone number of sampler | Laboratory sample identification | D79092 | |
| Linked DIME Sample ID | 2022-07-15-50, 2022-07-15-51 | The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) |
| Transportation Laboratory (TL) Number | 891184 | 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 | 3/8 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: 2022-07-15-49
DIME Test ID: 2022-07-15-49-1
Testing Lab: CT D02 - Redding Northern Regional 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: 2022-07-29
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 07/15/2022
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7335.7 grams
Mass of oven-dry sample in air for Sample 1: 1564.6 grams
Mass of container filled with the sample and water for Sample 1: 8265.1 grams
Temperature of Water: 75 °F
Specific Gravity for Sample 1: 2.463
Theoretical maximum density at 25°C (77°F): 153.3 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2022 ✔