Summary for Test 2020-06-18-19-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
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DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
Award Date | 06/03/2019 |
Closeout Date | 10/17/2023 |
Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
Sample Taken Date | 06/18/2020 | Sample Unique Key | 19 |
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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 | 06/25/2020 |
Sample type | Verification | A brief description of the sample | 3/4" RMHA-G-SP 0.5% LAS |
The quantity of what the sample constitutes | 4 Bags Combined Agg | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | All American Asphalt Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0370G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt - 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) | 91-33-0005 |
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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 | 106835 | A detailed description of where the material sample was collected | Belt Cut at All American Asphalt Irwindale Plant |
Where the material sample would have been placed if not sampled | Unknown | 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
DIME Sample ID: 2020-06-18-19
DIME Test ID: 2020-06-18-19-1
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: 2020-07-09
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: Danilo Ferrer
Date of test: 07/06/2020
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 63 %
Cumulative percent passing the #4 sieve: 30 %
Cumulative percent passing the #8 sieve: 16 %
Cumulative percent passing the #16 sieve: 11 %
Cumulative percent passing the #30 sieve: 8 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 3.2 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/9/2020 ✔