Summary for Test 2022-04-26-47-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215150 DEA: 120P0304 EFIS: 1215000024 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-74-11.5/16.6 |
| Award Date | 11/13/2020 |
| Closeout Date | Not set |
| Work Description | PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM. |
| Location Description | ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 04/26/2022 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 05/16/2022 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" RWMA-G-SP, 0.50% Evotherm |
| The quantity of what the sample constitutes | 4 Bags Of Combined Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0289G-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble-Orange Plant | 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) | 91-33-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 49R003ARSPWEO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-04-26-47
DIME Test ID: 2022-04-26-47-5
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: 2022-06-28
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Md Tarafder
Date of test: 05/26/2022
Clay Level (Test 1): 5.7
Sand Level (Test 1): 4.4
Clay Level (Test 2): 6.1
Sand Level (Test 2): 4.4
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 71
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2022 ✔