Summary for Test 2020-06-11-57-8
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213887 DEA: 024H2604 EFIS: 0218000100 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97-R11.5/17.1 |
| Award Date | 03/15/2019 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC, REPLACE AC SURFACING, PLACE AC, RUMBLE STRIP & STRIPE. |
| Location Description | SISKIYOU COUNTY ABOUT 12 MILES NORTH OF WEED FROM YELLOW BUTTE ROAD TO 0.6 MILE NORTH OF DEER MOUNTAIN ROAD |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 06/11/2020 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 06/11/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ashton | Last name of sampler or witnessed by | Erickson |
| Title of sampler | RMC QC | Telephone number of sampler | |
| Laboratory sample identification | D78473F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Truax Quarry | Transportation Laboratory (TL) Number | 990768 |
| 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) | 91-47-0037 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 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 | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | JMF 19-24-S3 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-11-57
DIME Test ID: 2020-06-11-57-8
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: 2020-09-17
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 09/16/2020
Clay Level (Test 1): 4.6
Sand Level (Test 1): 4
Clay Level (Test 2): 4.5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.5
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 87
Sand Equivalent (Test 2): 85
Sand Equivalent (Test 3): 83
Sand Equivalent: 85
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2020 ✔