Summary for Test 2020-04-22-5-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
| Award Date | 11/29/2012 |
| Closeout Date | 07/31/2023 |
| Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
| Sample Taken Date | 04/22/2020 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/27/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA-A R10 Aggregates and RAP | The quantity of what the sample constitutes | PSUE 12 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Aaron |
| Last name of sampler or witnessed by | Maravilla | Title of sampler | Plant QC |
| Telephone number of sampler | Laboratory sample identification | 0200A-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Sun Valley | |
| 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) | 91-19-0019, 91-19-0021 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A R10 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 220805 SVA VLO | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley 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 | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-22-5
DIME Test ID: 2020-04-22-5-10
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-06
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Dominic Montemayor, Satish Jain , Kiet Phan
Date of test: 04/27/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 85 % | ||||||
| 71 % | ||||||
| 50 % | ||||||
| 40 % | ||||||
| 30 % | ||||||
| 22 % | ||||||
| 14 % | ||||||
| 8 % | ||||||
| 5.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied
Test was verified on 5/6/2020 ✔