Summary for Test 2020-03-20-18-6
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 03/20/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2020 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4-inch Type A Aggregate (Untreated, Virgin) | The quantity of what the sample constitutes | 50000 ton |
| From where was the sample collected | Source | First name of sampler or witnessed by | Karen |
| Last name of sampler or witnessed by | Spliethof | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D78364F | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock Quarry | |
| Transportation Laboratory (TL) Number | 897552 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 19-1001.314 | 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 Sized Untreated Aggregate Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | JMF 19-01-XXX1 | 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: 2020-03-20-18
DIME Test ID: 2020-03-20-18-6
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: 2020-04-21
Test Results
What test method is performed?: Method A
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/16/2020
Mass of measure: 190.2 grams
Bulk dry specific gravity: 2.702
Mass of sample and measure #1: 327.8 grams
Mass of sample and measure #2: 327.9 grams
Volume of cylinder: 100.0 mL
Mass of sample #1: 137.6 grams
Mass of sample #2: 137.7 grams
Uncompacted voids #1: 49.1 %
Uncompacted voids #2: 49.0 %
Average uncompacted voids: 49.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2020 ✔