Summary for Test 2019-08-07-11-8
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 213551 DEA: 080K2934 EFIS: 0812000100 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-R36.8/R39.2 |
| Award Date | 11/09/2018 |
| Closeout Date | 09/15/2021 |
| Work Description | PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 08/07/2019 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 08/08/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R12 |
| The quantity of what the sample constitutes | PSE 10 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Matich Lytle Creek | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0473A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cemex Lytle Creek | 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) | 91-36-0040::LYTLE CREEK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | LHP-62D |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Matich Lytle Creek 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-08-07-11
DIME Test ID: 2019-08-07-11-8
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: 2019-08-22
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/14/2019
Bulk dry specific gravity: 2.604
Average uncompacted voids: 45.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔