Summary for Test 2024-02-22-8-1
Test performed: AASHTO T209-12Project Information
Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
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DIST-CO-RTE-PM | 06-KER-58,204-R53.4/R54.5,R0.0/4.6 |
Award Date | 10/06/2022 |
Closeout Date | Not set |
Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS. |
Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET |
QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
Sample Taken Date | 02/22/2024 | Sample Unique Key | 8 |
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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 | 02/22/2024 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA Type A |
The quantity of what the sample constitutes | L1SL19 | From where was the sample collected | Source |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
Title of sampler | Material Tester | Telephone number of sampler | 15599773442 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | |
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 | 1 |
Sublot number | 19 | HMA Mix Number |
Test Details
DIME Sample ID: 2024-02-22-8
DIME Test ID: 2024-02-22-8-1
Testing Lab: CT D06 - Bakersfield Field 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: 2024-02-23
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 02/22/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7326.7 grams
Mass of oven-dry sample in air for Sample 1: 2507.1 grams
Mass of container filled with the sample and water for Sample 1: 8839.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.522
Theoretical maximum density at 25°C (77°F): 2514.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): L1SL19
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0W15V4_37020_240222_L1SL19_T209_HMA | 38.44 KB | 02/23/2024 | 2024-02-22-8-1 | Info |
Test was verified on 2/23/2024 ✔