Summary for Test 2020-06-10-32-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214589 DEA: 020J1604 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
| Award Date | 02/11/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). |
| Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/10/2020 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 3/8-inch Type A Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78468 20-05 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Pit | Transportation Laboratory (TL) Number | 896983 |
| 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) | 91-18-0008::WARD LAKE PIT |
|---|---|---|---|
| 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 Sized Untreated Aggregate Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | JMF 20-05-S1a | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-10-32
DIME Test ID: 2020-06-10-32-5
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: 2020-07-10
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 07/07/2020
Clay Level (Test 1): 4.7
Sand Level (Test 1): 4.1
Clay Level (Test 2): 4.6
Sand Level (Test 2): 4.1
Clay Level (Test 3): 4.6
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 88
Sand Equivalent (Test 2): 90
Sand Equivalent (Test 3): 92
Sand Equivalent: 90
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2020 ✔