Summary for Test 2021-08-05-13-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
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DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
Award Date | 11/29/2012 |
Closeout Date | 07/31/2023 |
Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
Sample Taken Date | 08/05/2021 | Sample Unique Key | 13 |
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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 | 08/09/2021 |
Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A R10, 0.5% LAS |
The quantity of what the sample constitutes | 10 Bags of Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Shivers |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0449A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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 | 3/4 HMA-A R10 | The fabricator/manufacturer designation for the sample | |
The plant number | 220805 SVA VLO | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-05-13
DIME Test ID: 2021-08-05-13-9
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: 2021-08-31
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: Larry Diaz
Date of test: 08/14/2021
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 85 %
Cumulative percent passing the #8 sieve: 65 %
Cumulative percent passing the #16 sieve: 51 %
Cumulative percent passing the #30 sieve: 38 %
Cumulative percent passing the #50 sieve: 26 %
Cumulative percent passing the #100 sieve: 17 %
Cumulative percent passing the #200 sieve: 11 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 8/31/2021 ✔