Summary for Test 2020-06-15-19-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213603 DEA: 07301504 EFIS: 0714000020 |
|---|---|
| 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 | 06/15/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 06/23/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2" RHMA-G-SP 0.5% LAS |
| The quantity of what the sample constitutes | 4 bags colfeed agg. | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Irvindale | Last name of sampler or witnessed by | Julio Martinez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0361G-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fish Canyon - 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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | 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 | 1/2 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: 2020-06-15-19
DIME Test ID: 2020-06-15-19-1
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: 2020-06-26
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: 06/24/2020
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: 81 %
Cumulative percent passing the #4 sieve: 36 %
Cumulative percent passing the #8 sieve: 17 %
Cumulative percent passing the #16 sieve: 11 %
Cumulative percent passing the #30 sieve: 8 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.6 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 6/26/2020 ✔