Summary for Test 2022-09-07-78-2
Test performed: AASHTO T269-14Project Information
| Project Identifiers | Project ID: 993573 DEA: 061C5204 EFIS: 0621000173 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-198-7.4/R9.4,R14.8/T21.6 |
| Award Date | 04/19/2022 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED) AND HMA (TYPE A). |
| Location Description | KINGS COUNTY IN AND NEAR LEMOORE FROM 1.5 MILES WEST OF ROUTE 41/198 SEPARATION TO 0.1 MILE WEST OF NINETEENTH AVENUE OVERCROSSING AND FROM 0.1 MILE EAST OF FOURTEENTH AVENUE UNDERCROSSING TO 0.6 MILE EAST OF ROUTE 43/198 SEPARATION |
| QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
| Sample Taken Date | 09/07/2022 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 09/15/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Mix |
| The quantity of what the sample constitutes | 3 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Latham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 022-055 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | C039795 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 3 |
| Sublot number | 4 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-07-78
DIME Test ID: 2022-09-07-78-2
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: Glenn Bradley
Date of test: 09/29/2022
Bulk Specific Gravity: 2.299
Bulk Specific Gravity 2: 2.290
Bulk Specific Gravity 3: 2.294
Theoretical Maximum Specific Gravity: 2.37
Percent Air Voids: 3.0 %
Percent Air Voids 2: 3.4 %
Percent Air Voids 3: 3.2 %
Percent Air Voids Average: 3.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2022 ✔