Summary for Test 2022-08-18-73-4
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 08/18/2022 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 08/30/2022 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" RWMA-G-SP 0.5% EVO |
| The quantity of what the sample constitutes | 8 Bags Agg., 1Qt Hi-Nat, 1 Qt CRM | 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 | 0599G-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials -Sun Valley #3 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 226110 SVA3 SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials-Sun Valley 3 |
| 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: 2022-08-18-73
DIME Test ID: 2022-08-18-73-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Test Release Date: 2022-10-06
Test Results
Input Type: Measured
Tester's full name: Seige.M.
Date of test: 09/02/2022
Grading designation: C
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4728 grams
Mass of sample on No.12 sieve (after 500 revolutions): 3712 grams
Percent loss after 100 revolutions: 5 %
Percent loss after 500 revolutions: 26 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/6/2022 ✔