Summary for Test 2019-04-15-12-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213050 DEA: 051J5204 EFIS: 0517000195 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-58-6.9/30.0 |
| Award Date | 03/19/2018 |
| Closeout Date | 12/30/2019 |
| Work Description | COLD PLANE EXISTING ROADWAY AND RESURFACE WITH RHMA-G. |
| Location Description | SAN LUIS OBISPO COUNTY ABOUT 6 MILES EAST OF SANTA MARGARITA FROM ROUTE 229 TO NAVAJO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/15/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 04/15/2019 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4 inch RHMA-G |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Barber |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Papich Construction | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 2 |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2019-04-15-12
DIME Test ID: 2019-04-15-12-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-12-17
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Gurpartap Grewal
Date of test: 08/20/2019
Method Performed: no data
Mass of oven-dry sample in air for Sample 1: 2501 grams
Mass of sample in water for Sample 1: 1451 grams
Mass of oven-dry sample in air for Sample 2: 2593 grams
Mass of sample in water for Sample 2: 1506 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.382
Specific Gravity for Sample 2: 2.385
Average Specific Gravity: 2.383
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters): Translab internal lab no. 019-004
Rice lot 2
Test was verified on 12/17/2019 ✔