Summary for Test 2020-05-06-11-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214232 DEA: 07326604 EFIS: 0716000117 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110-28.6/29.4 |
| Award Date | 09/16/2019 |
| Closeout Date | 11/02/2020 |
| Work Description | PLACE HIGH FRICTION SURFACE TREATMENT (HFST). |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM 0.1 MILE SOUTH OF AVENUE 60 OVERCROSSING TO 0.1 MILE NORTH OF MARMION WAY OVERCROSSING |
| QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 05/11/2020 |
| Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP R15 Aggregate and RAP |
| The quantity of what the sample constitutes | PSUE 6 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Dong |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0223A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt Corona | 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::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 104775 | A detailed description of where the material sample was collected | Belt Cut at All American Irwindale Plant |
| 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 | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-06-11
DIME Test ID: 2020-05-06-11-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-19
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Kiet Phan
Date of test: 05/14/2020
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
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: 99 %
Cumulative percent passing the 3/8 in. sieve: 96 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 53 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9.2 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 5/19/2020 ✔