Summary for Test 2020-04-03-30-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212827 DEA: 07296404 EFIS: 0713000031 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0 |
| Award Date | 01/18/2018 |
| Closeout Date | 09/03/2020 |
| Work Description | PLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/14/2019) |
Sample Information
| Sample Taken Date | 04/03/2020 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/14/2020 | Sample type | Department Acceptance |
| A brief description of the sample | RAP FOR WMA | The quantity of what the sample constitutes | 1 bag, 20 tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Aaron |
| Last name of sampler or witnessed by | Marvilla | Title of sampler | Vulcan QC |
| Telephone number of sampler | Laboratory sample identification | 9712 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Sun Valley | |
| Transportation Laboratory (TL) Number | 944445 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | VULCAN SUN VALLEY |
|---|---|---|---|
| Aggregate Size | 1/2 | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-03-30
DIME Test ID: 2020-04-03-30-1
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: 2020-05-28
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: Michael Magana
Date of test: 04/16/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 89 % | ||||||
| 64 % | ||||||
| 29 % | ||||||
| 22 % | ||||||
| 15 % | ||||||
| 9 % | ||||||
| 4 % | ||||||
| 0.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): MOISTURE CONTENT 4.8%
Test was verified on 5/28/2020 ✔