Summary for Test 2020-07-01-4-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214326 DEA: 07310404 EFIS: 0715000001 |
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DIST-CO-RTE-PM | 07-LA-138-0.0/36.9 |
Award Date | 10/17/2019 |
Closeout Date | 03/29/2024 |
Work Description | PLACE HOT MIX ASPHALT AND COLD PLANE ASPHALT CONCRETE PAVEMENT. (EPD Pilot Project) |
Location Description | LOS ANGELES COUNTY FROM ROUTE 5/138 SEPARATION TO ROUTE 138/14 SEPARATION |
QA Service Level | 1 (Verified on 10/29/2019) |
Sample Information
Sample Taken Date | 07/01/2020 | Sample Unique Key | 4 |
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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 | 07/01/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4"HMA-A-SP R25 No LAS |
The quantity of what the sample constitutes | 4 bags coldfeed agg., 4 bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0402A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Roberts Lucern Granite Littlerock | 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) | 91-36-0053 |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 3566 | A detailed description of where the material sample was collected | Conveyor Belt |
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: 2020-07-01-4
DIME Test ID: 2020-07-01-4-1
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: 2020-07-16
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: Juan LeRoy, Satish Jain
Date of test: 07/08/2020
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 26 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/16/2020 ✔