Summary for Test 2021-10-13-41-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/13/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/18/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 Inch HMA-A 23 RAP PG58-34M Marathon Fernley | The quantity of what the sample constitutes | 10,000 Ton Milestone, 8 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | J. |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D78963 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | |
| Transportation Laboratory (TL) Number | 695654 | 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 | 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
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DIME Sample ID: 2021-10-13-41
DIME Test ID: 2021-10-13-41-1
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: 2021-10-28
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: Terry McCormick
Date of test: 10/18/2021
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7336.5 grams
Mass of oven-dry sample in air for Sample 1: 2651.7 grams
Mass of container filled with the sample and water for Sample 1: 8913.2 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.467
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2021 ✔