Summary for Test 2019-09-12-6-6
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
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DIST-CO-RTE-PM | 08-SBD-SR-58-0/12.9 |
Award Date | 11/10/2017 |
Closeout Date | 01/14/2021 |
Work Description | (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
Location Description | SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
QA Service Level | 1 (Verified on 12/01/2017) |
Sample Information
Sample Taken Date | 09/12/2019 | Sample Unique Key | 6 |
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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 | 09/13/2019 |
Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP R15 |
The quantity of what the sample constitutes | PSUE 11 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Oro Grande | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0530A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | VMC Calmat San Bernardino, Hi Grade Lucerne Valley | Transportation Laboratory (TL) Number | |
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) | 91-36-0137, 91-36-0042 |
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The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 324109 ORO SJR |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Oro Grande Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-09-12-6
DIME Test ID: 2019-09-12-6-6
Testing Lab: CT D08 - Fontana Southern 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: 2019-10-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 09/17/2019
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.8
Clay Level (Test 2): 4.9
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.1
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 80
Sand Equivalent (Test 3): 81
Sand Equivalent: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/7/2019 ✔