Summary for Test 2019-06-23-1-8
Test performed: CTM 234-August 2010Project Information
| Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
| Award Date | 02/10/2014 |
| Closeout Date | 03/01/2022 |
| Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
| Sample Taken Date | 06/23/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/25/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A R15 |
| The quantity of what the sample constitutes | PSE 3 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0375A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Irwindale | 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) | Vulcan Irwindale |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-R15 | The fabricator/manufacturer designation for the sample | 220805 IRW ALON |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 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: 2019-06-23-1
DIME Test ID: 2019-06-23-1-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 234-August 2010: Method of Test for Uncompacted Void Content of Fine Aggregates
Test Release Date: 2019-07-03
Test Results
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/28/2019
Bulk Oven-Dried Specific Gravity of Fine Aggregate: 2.61
Percent Uncompacted Voids Average: 45 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔