Summary for Test 2020-04-03-14-8
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-32.0/38.0,53.7/63.8 |
| Award Date | 12/23/2019 |
| Closeout Date | 02/18/2021 |
| Work Description | PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE. |
| Location Description | TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 04/03/2020 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/03/2020 |
| Sample type | Verification | A brief description of the sample | Lab-Batched 3/8-inch Type A Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78372F | Linked DIME Sample ID | 2020-04-03-12, 2020-04-03-13 |
| The fabricator/manufacturer/facility name | Shasta Ranch Aggregates - Anderson, CA | Transportation Laboratory (TL) Number | 853454 |
| 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) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| 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 20-01-S1 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-03-14
DIME Test ID: 2020-04-03-14-8
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: 2020-05-11
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 05/04/2020
Clay Level (Test 1): 5.7
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.3
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 83
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2020 ✔