Summary for Test 2020-08-06-44-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213603 DEA: 07301504 EFIS: 0714000020 |
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DIST-CO-RTE-PM | 07-LA-1,10-R34.6/35.2,R2.1/18.4 |
Award Date | 11/19/2018 |
Closeout Date | 01/18/2022 |
Work Description | REPLACING CONCRETE AND AC PAVEMENT |
Location Description | LOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION |
QA Service Level | 1 (Verified on 07/26/2019) |
Sample Information
Sample Taken Date | 08/06/2020 | Sample Unique Key | 44 |
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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 | 08/20/2020 |
Sample type | Verification | A brief description of the sample | JMF 1/2" HMA-A-SP r15 0.5% LAS |
The quantity of what the sample constitutes | 3 Bags Of Coldfeed Agg., 2 Bags Of rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Materials Irwindale | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0514A-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 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035::FISH CANYON QUARRY |
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The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
The plant number | 320819A IRW LTR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials-Irwindale |
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
DIME Sample ID: 2020-08-06-44
DIME Test ID: 2020-08-06-44-1
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: 2020-08-31
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: Satish Jain/Husni Ankir
Date of test: 08/25/2020
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 39 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 8/31/2020 ✔