Summary for Test 2020-04-23-6-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214481 DEA: 073118U4 EFIS: 0719000209 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-107-0.0/4.8 |
| Award Date | 12/31/2019 |
| Closeout Date | 11/03/2021 |
| Work Description | PLACE RHMA AND JPCP, AND MODIFY ELECTRICAL SYSTEM. |
| Location Description | LOS ANGELES COUNTY IN TORRANCE FROM ROUTE 1 TO REDONDO BEACH BOULEVARD |
| QA Service Level | 1 (Verified on 02/28/2020) |
Sample Information
| Sample Taken Date | 04/23/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 05/01/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 RHMA-G-SP Aggregate |
| The quantity of what the sample constitutes | JMF 4 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0206G-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | 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::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 226108A | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale 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: 2020-04-23-6
DIME Test ID: 2020-04-23-6-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-05-07
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Husni Ankir
Date of test: 05/05/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 82 % | ||||||
| 69 % | ||||||
| 37 % | ||||||
| 25 % | ||||||
| 17 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 3.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 5/7/2020 ✔