Summary for Test 2019-06-19-9-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214060 DEA: 073W9904 EFIS: 0717000162 |
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DIST-CO-RTE-PM | 07-LA-27-0.0/10.8 |
Award Date | 05/13/2019 |
Closeout Date | 06/05/2020 |
Work Description | APPLY SLURRY SEAL TO ROADWAY |
Location Description | LOS ANGELES COUNTY NEAR LOS ANGELES FROM ROUTE 1 TO 0.1 MILE NORTH OF CEZANNE AVENUE |
QA Service Level | 1 (Verified on 07/05/2019) |
Sample Information
Sample Taken Date | 06/19/2019 | Sample Unique Key | 9 |
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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 | 06/24/2019 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
The quantity of what the sample constitutes | JMF 12 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Matthew | Last name of sampler or witnessed by | Pherreigo |
Title of sampler | Vulcan Sun Valley Technician | Telephone number of sampler | |
Laboratory sample identification | 0369A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sheldon, Boulevard, Big Rock Creek | 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) | Sheldon, Boulevard, Big Rock Creek |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 220831 SVA LTR |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-19-9
DIME Test ID: 2019-06-19-9-10
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: 2019-08-22
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: 07/01/2019
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 90 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 38 %
Cumulative percent passing the #16 sieve: 31 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate/RAP Gradation w/Correlation Factors Applied
Test was verified on 8/22/2019 ✔