Summary for Test 2024-06-28-65-1
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 994671 DEA: 010H8004 EFIS: 0118000110 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-254-4.3/4.7 |
| Award Date | 03/10/2023 |
| Closeout Date | 12/02/2025 |
| Work Description | Project Name: Myers Flat Permanent Restoration |
| Location Description | Bridge No. 04E0041 |
| QA Service Level | 1 (Verified on 04/11/2023) |
Sample Information
| Sample Taken Date | 06/28/2024 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 07/02/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA Type A SP R15 #23-154 |
| The quantity of what the sample constitutes | 750 Tons, Lot 1-2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Gary | Last name of sampler or witnessed by | Manich |
| Title of sampler | ARE | Telephone number of sampler | 7074995529 |
| Laboratory sample identification | Linked DIME Sample ID | 2024-06-28-64 | |
| The fabricator/manufacturer/facility name | Kernen Blue Lake 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 | 2 | HMA Mix Number | 23 154 |
| 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: 2024-06-28-65
DIME Test ID: 2024-06-28-65-1
Testing Lab: CT D01 - Fortuna 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: 2024-07-17
Test Results
Number of tests: 5
Input Type: Measured
Tester's full name: Ben Reeves
Date of test: 07/08/2024
Mass 1 of the specimen in air: 1367.8 g
Mass 1 of the surface dry specimen in air: 1369.5 g
Mass 1 of the specimen in water: 789.3 g
Mass 2 of the specimen in air: 1287.6 g
Mass 2 of the surface dry specimen in air: 1290.9 g
Mass 2 of the specimen in water: 736.1 g
Mass 3 of the specimen in air: 1540.9 g
Mass 3 of the surface dry specimen in air: 1544.0 g
Mass 3 of the specimen in water: 885.8 g
Mass 4 of the specimen in air: 1716.7 g
Mass 4 of the surface dry specimen in air: 1724.9 g
Mass 4 of the specimen in water: 988.2 g
Mass 5 of the specimen in air: 639.2 g
Mass 5 of the surface dry specimen in air: 639.9 g
Mass 5 of the specimen in water: 371.2 g
Bulk Specific Gravity 1: 2.357
Bulk Specific Gravity 2: 2.321
Bulk Specific Gravity 3: 2.341
Bulk Specific Gravity 4: 2.330
Bulk Specific Gravity 5: 2.379
Percent of water absorbed by volume 1: 0.29 %
Percent of water absorbed by volume 2: 0.59 %
Percent of water absorbed by volume 3: 0.47 %
Percent of water absorbed by volume 4: 1.11 %
Percent of water absorbed by volume 5: 0.26 %
Average Bulk Specific Gravity: 2.346
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2024 ✔