Summary for Test 2022-08-15-43-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993652 DEA: 112N1454 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-905-3.8/R11.5 |
| Award Date | 06/10/2022 |
| Closeout Date | 09/14/2023 |
| Work Description | APPLY MICROSURFACING, REMOVE AND PLACE PAVEMENT DELINEATION. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR OTAY MESA FROM 0.6 MILE EAST OF JUNCTION ROUTE 5 TO 0.2 MILE NORTH OF MEXICO BORDER |
| QA Service Level | 1 (Verified on 03/29/2022) |
Sample Information
| Sample Taken Date | 08/15/2022 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 08/29/2022 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" HMA-A-SP R15 No LAS |
| The quantity of what the sample constitutes | 2 Bags Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0594A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 320819 OTAY VAL | A detailed description of where the material sample was collected | Belt Cut at Vulcan Otay |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-15-43
DIME Test ID: 2022-08-15-43-5
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: 2022-10-05
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Robert Jarquin
Date of test: 08/30/2022
Clay Level (Test 1): 7.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 7.4
Sand Level (Test 2): 3.9
Clay Level (Test 3): 7.6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 52
Sand Equivalent (Test 2): 53
Sand Equivalent (Test 3): 53
Sand Equivalent: 53
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/5/2022 ✔