Summary for Test 2020-06-30-7-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 06/30/2020 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 06/30/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP-R15 0.50% LAS |
| The quantity of what the sample constitutes | PSUE 2 Bags Agg. 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Corona | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0398A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan-Corona Drum | 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) | 91-33-0027::CORONA QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 224112 CORD SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Corona 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: 2020-06-30-7
DIME Test ID: 2020-06-30-7-1
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: 2020-07-07
Test Results
What type of gradation is being tested?: Combined 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: Sebastian Ferrer
Date of test: 07/02/2020
| Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|
| 100 % | |||||
| 100 % | |||||
| 100 % | |||||
| 98 % | |||||
| 85 % | |||||
| 74 % | |||||
| 52 % | |||||
| 37 % | |||||
| 26 % | |||||
| 16 % | |||||
| 10 % | |||||
| 6 % | |||||
| 4.2 % | |||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/7/2020 ✔