Summary for Test 2024-05-29-15-5
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 215771 DEA: 09367504 EFIS: 0916000032 |
|---|---|
| DIST-CO-RTE-PM | 09--5756-NA |
| Award Date | 03/23/2023 |
| Closeout Date | 11/10/2025 |
| Work Description | Building work, hot mix asphalt (type A) |
| Location Description | IN KERN COUNTY IN TEHACHAPI AT THE TEHACHAPI HIGHWAY MAINTENANCE STATION AT 305 INDUSTRIAL PARKWAY |
| QA Service Level | 1 (Verified on 05/13/2021) |
Sample Information
| Sample Taken Date | 05/29/2024 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 05/30/2024 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP PG58-34M R25 |
| The quantity of what the sample constitutes | 24 Boxes of HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Granite QC | Last name of sampler or witnessed by | Granite QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 3925 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Solari 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: 2024-05-29-15
DIME Test ID: 2024-05-29-15-5
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: 2024-06-04
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 05/30/2024
Mass 1 of the specimen in air: 2518.5 g
Mass 1 of the surface dry specimen in air: 2522.0 g
Mass 1 of the specimen in water: 1462.1 g
Mass 2 of the specimen in air: 2516.3 g
Mass 2 of the surface dry specimen in air: 2522.2 g
Mass 2 of the specimen in water: 1467.4 g
Mass 3 of the specimen in air: 2516.3 g
Mass 3 of the surface dry specimen in air: 2520.5 g
Mass 3 of the specimen in water: 1462.8 g
Mass 4 of the specimen in air: 2516.5 g
Mass 4 of the surface dry specimen in air: 2520.4 g
Mass 4 of the specimen in water: 1464.6 g
Bulk Specific Gravity 1: 2.376
Bulk Specific Gravity 2: 2.386
Bulk Specific Gravity 3: 2.379
Bulk Specific Gravity 4: 2.384
Percent of water absorbed by volume 1: 0.33 %
Percent of water absorbed by volume 2: 0.56 %
Percent of water absorbed by volume 3: 0.40 %
Percent of water absorbed by volume 4: 0.37 %
Average Bulk Specific Gravity: 2.381
General comments (publicly viewable) (Max 1000 characters): JMF-03
Test was verified on 6/4/2024 ✔