Summary for Test 2019-08-08-27-8
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 214131 DEA: 080N69U4 EFIS: 0812000307 COOP: 081635 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-60-22.1/22.6 |
| Award Date | 05/01/2019 |
| Closeout Date | Not set |
| Work Description | Improving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages. |
| Location Description | R-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively. |
| QA Service Level | 2 (Verified on 04/30/2019) |
Sample Information
| Sample Taken Date | 08/08/2019 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 08/19/2019 |
| Sample type | Verification | A brief description of the sample | 3/8 HMA-A-SP R15 |
| The quantity of what the sample constitutes | JMF 8 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | All American Asphalt Perris | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0492A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt Corona | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0005::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 109826 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at All American Perris Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-08-08-27
DIME Test ID: 2019-08-08-27-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2019-09-05
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Saish Jain
Date of test: 08/28/2019
Bulk dry specific gravity: 2.656
Average uncompacted voids: 46.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/5/2019 ✔