Summary for Test 2020-03-20-18-4
Test performed: AASHTO T176-08Project 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
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DIME Sample ID: 2020-03-20-18
DIME Test ID: 2020-03-20-18-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-04-21
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/15/2020
Clay Level (Test 1): 6.6
Sand Level (Test 1): 4
Clay Level (Test 2): 6.6
Sand Level (Test 2): 4
Clay Level (Test 3): 6.6
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 61
Sand Equivalent (Test 2): 61
Sand Equivalent (Test 3): 60
Sand Equivalent: 61
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2020 ✔