Summary for Test 2023-02-22-2-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-L0.2/R6.1 |
| Award Date | 06/30/2020 |
| Closeout Date | Not set |
| Work Description | Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC |
| Location Description | FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 02/22/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 02/22/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PSE 3/4" TYPE A WMA |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Mahoney |
| Title of sampler | Materials Tester | Telephone number of sampler | 5306325324 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Perkins | 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 | 1 | HMA Mix Number | GC202210SP |
Test Details
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DIME Sample ID: 2023-02-22-2
DIME Test ID: 2023-02-22-2-3
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2023-03-06
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Terrence White
Date of test: 02/24/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7345.9 grams
Mass of oven-dry sample in air for Sample 1: 2162.4 grams
Mass of container filled with the sample and water for Sample 1: 8656.3 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.538
Theoretical maximum density at 25°C (77°F): 158.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/6/2023 ✔