Summary for Test 2022-11-29-40-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 11/29/2022 | Sample Unique Key | 40 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 12/02/2022 |
| Sample type | Quality Assurance | A brief description of the sample | RAP |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Honesto | Last name of sampler or witnessed by | Castillo |
| Title of sampler | MREAS | Telephone number of sampler | 15626444782 |
| Laboratory sample identification | 8193 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Co. Irwindale | Transportation Laboratory (TL) Number | C006639 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Vulcan Irwindale Stockpile |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Continuous | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2022-11-29-40
DIME Test ID: 2022-11-29-40-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-12-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: A. Toledo
Date of test: 12/09/2022
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 95 %
Cumulative percent passing the #4 sieve: 73 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 42 %
Cumulative percent passing the #30 sieve: 32 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 10.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2022 ✔