Summary for Test 2019-07-24-16-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213764 DEA: 080F0304 EFIS: 0800020358 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-60-R0.7/R3.0 |
| Award Date | 03/07/2019 |
| Closeout Date | 07/27/2023 |
| Work Description | REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60 |
| Location Description | IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 05/01/2019) |
Sample Information
| Sample Taken Date | 07/24/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 07/25/2019 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA-A SP |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | QC | Last name of sampler or witnessed by | R J Noble Aspalt Corona |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | R J Noble | 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) | 91-33-0014::CHANDLER - COLDWATER |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-G | The fabricator/manufacturer designation for the sample | 36R1504SPWC |
| The plant number | Unknown | A detailed description of where the material sample was collected | HMA Plant Cold Feed |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-24-16
DIME Test ID: 2019-07-24-16-2
Testing Lab: CT D08 - Fontana Field Testing 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: 2019-08-05
Test Results
How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: S. Mirgati
Date of test: 07/25/2019
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 71
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/5/2019 ✔