Summary for Test 2022-07-11-81-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-56.5/R61.1 |
| Award Date | 02/02/2022 |
| Closeout Date | 11/23/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA. |
| Location Description | LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36 |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 81 |
|---|---|---|---|
| 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 | 07/14/2022 |
| Sample type | Acceptance | A brief description of the sample | Combined Untreated 1/2-inch Virgin Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | . |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79090F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 894728 |
| 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) | 91-18-0008::Ward Lake Pit |
|---|---|---|---|
| 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 | Laboratory Batched from Untreated Sized Virgin Aggregate Stockpile Samples | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-11-81
DIME Test ID: 2022-07-11-81-5
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: 2022-08-15
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 08/08/2022
Clay Level (Test 1): 5.2
Sand Level (Test 1): 4.6
Clay Level (Test 2): 4.7
Sand Level (Test 2): 4.6
Clay Level (Test 3): 4.9
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 89
Sand Equivalent (Test 2): 98
Sand Equivalent (Test 3): 90
Sand Equivalent: 93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/15/2022 ✔