Summary for Test 2024-04-30-14-1
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 995257 DEA: 09401004 EFIS: 0924000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-190-9.8-68.0 |
| Award Date | 08/21/2023 |
| Closeout Date | 03/13/2025 |
| Work Description | Emergency Repair from Flood Damage to State Route 190 near Olancha, CA. |
| Location Description | State Route 190 |
| QA Service Level | 1 (Verified on 10/19/2023) |
Sample Information
| Sample Taken Date | 04/30/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/30/2024 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP PG64-28M R15 |
| The quantity of what the sample constitutes | 10 Boxes of HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | Telephone number of sampler | 7609208313 | |
| Laboratory sample identification | 3884 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite - 5 Bridges 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 | |
| Sublot number | HMA Mix Number | ||
| 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: 2024-04-30-14
DIME Test ID: 2024-04-30-14-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Test Release Date: 2024-05-03
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 05/02/2024
Mass 1 of the specimen in air: 2415.6 g
Mass 1 of the surface dry specimen in air: 2422.8 g
Mass 1 of the specimen in water: 1374.4 g
Mass 2 of the specimen in air: 2406.1 g
Mass 2 of the surface dry specimen in air: 2414.3 g
Mass 2 of the specimen in water: 1365.7 g
Mass 3 of the specimen in air: 2397.2 g
Mass 3 of the surface dry specimen in air: 2404.4 g
Mass 3 of the specimen in water: 1363.2 g
Mass 4 of the specimen in air: 2407.6 g
Mass 4 of the surface dry specimen in air: 2419.0 g
Mass 4 of the specimen in water: 1374.9 g
Bulk Specific Gravity 1: 2.304
Bulk Specific Gravity 2: 2.295
Bulk Specific Gravity 3: 2.302
Bulk Specific Gravity 4: 2.306
Percent of water absorbed by volume 1: 0.69 %
Percent of water absorbed by volume 2: 0.78 %
Percent of water absorbed by volume 3: 0.69 %
Percent of water absorbed by volume 4: 1.09 %
Average Bulk Specific Gravity: 2.302
General comments (publicly viewable) (Max 1000 characters): JMF renewal
Centennial Emergency
Test was verified on 5/3/2024 ✔