Summary for Test 2018-02-27-18-10
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-42.1/46.0 |
| Award Date | 12/18/2017 |
| Closeout Date | 08/07/2019 |
| Work Description | COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK. |
| Location Description | TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD |
| QA Service Level | 1 (Verified on 05/24/2018) |
Sample Information
| Sample Taken Date | 02/27/2018 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 02/27/2018 |
| Sample type | Verification | A brief description of the sample | Virgin 1/2-inch Type A Untreated |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cheryl | Last name of sampler or witnessed by | Abraham |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77292F | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 852088 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-batched from untreated stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-02-27-18
DIME Test ID: 2018-02-27-18-10
Testing Lab: CT D02 - Redding Northern 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: 2018-03-27
Test Results
What test method is performed?: Method A
Input Type: Measured
Tester's full name: Mike Cruz
Date of test: 03/05/2018
Mass of measure: 190.2 grams
Bulk dry specific gravity: 2.64
Mass of sample and measure #1: 328 grams
Mass of sample and measure #2: 328 grams
Volume of cylinder: 100.1 mL
Mass of sample #1: 137.8 grams
Mass of sample #2: 137.8 grams
Uncompacted voids #1: 47.9 %
Uncompacted voids #2: 47.9 %
Average uncompacted voids: 47.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2018 ✔