Summary for Test 2024-05-21-55-7
Test performed: AASHTO T166-16Project Information
Project Identifiers | Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 |
---|---|
DIST-CO-RTE-PM | 04-ALA-84,680-17.9/21 |
Award Date | 02/19/2021 |
Closeout Date | Not set |
Work Description | ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION. |
Location Description | ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84 |
QA Service Level | 1 (Verified on 11/04/2019) |
Sample Information
Sample Taken Date | 05/21/2024 | Sample Unique Key | 55 |
---|---|---|---|
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 | 05/23/2024 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
First name of sampler or witnessed by | Mond | Last name of sampler or witnessed by | Osawaru |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Pleasanton | Transportation Laboratory (TL) Number | C031265 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 13 |
Sublot number | 1 | HMA Mix Number | 220304 |
Test Details
DIME Sample ID: 2024-05-21-55
DIME Test ID: 2024-05-21-55-7
Testing Lab: CT D04 - Pleasanton 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: 2024-05-29
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Ikenna Ezeude
Date of test: 05/24/2024
Mass 1 of the specimen in air: 1183.0 g
Mass 1 of the surface dry specimen in air: 1184.1 g
Mass 1 of the specimen in water: 686.5 g
Mass 2 of the specimen in air: 1266.5 g
Mass 2 of the surface dry specimen in air: 1270.5 g
Mass 2 of the specimen in water: 735.7 g
Mass 3 of the specimen in air: 1244.8 g
Mass 3 of the surface dry specimen in air: 1248.0 g
Mass 3 of the specimen in water: 720.0 g
Bulk Specific Gravity 1: 2.377
Bulk Specific Gravity 2: 2.368
Bulk Specific Gravity 3: 2.358
Percent of water absorbed by volume 1: 0.22 %
Percent of water absorbed by volume 2: 0.75 %
Percent of water absorbed by volume 3: 0.61 %
Average Bulk Specific Gravity: 2.368
General comments (publicly viewable) (Max 1000 characters): Lot 13 Sublot 2
Test was verified on 5/29/2024 ✔