Summary for Test 2022-09-14-52-3
Test performed: AASHTO T269-14Project Information
| Project Identifiers | Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-58.7/61.9 |
| Award Date | 02/25/2021 |
| Closeout Date | Not set |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 09/14/2022 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero (Benicia, CA) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79157 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857910 |
| 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-14-52
DIME Test ID: 2022-09-14-52-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2022-09-30
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny and Darrell Valasek
Date of test: 09/14/2022
Bulk Specific Gravity: 2.414
Bulk Specific Gravity 2: 2.413
Bulk Specific Gravity 3: 2.407
Theoretical Maximum Specific Gravity: 2.543
Percent Air Voids: 5.1 %
Percent Air Voids 2: 5.1 %
Percent Air Voids 3: 5.3 %
Percent Air Voids Average: 5.2 %
General comments (publicly viewable) (Max 1000 characters): VMA = 14.3%,
VFA = 63.7%,
DP = 1.0
Test was verified on 9/30/2022 ✔