Summary for Test 2022-11-03-65-6
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
| Award Date | 10/22/2020 |
| Closeout Date | 12/11/2023 |
| Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
| Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
| Sample Taken Date | 11/03/2022 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 12/07/2022 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP R25 |
| The quantity of what the sample constitutes | 4 Bags Of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Antonio | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0767A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Belt Cut at Granite Buellton | 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) | 91-42-0006 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 13960 | A detailed description of where the material sample was collected | Belt Cut at Granite Buellton |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-11-03-65
DIME Test ID: 2022-11-03-65-6
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: 2023-01-26
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: R.Bhuyian/Seige Mendoza
Date of test: 12/12/2022
Bulk dry specific gravity: 2.541
Average uncompacted voids: 45.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/26/2023 ✔