Summary for Test 2021-05-07-6-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215193 DEA: 07318804 EFIS: 0716000001 |
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DIST-CO-RTE-PM | 07-LA-605-23.4/23.6 |
Award Date | 12/11/2020 |
Closeout Date | 03/01/2022 |
Work Description | REALIGN RAMP AND REPLACE GUARDRAIL WITH CONCRETE BARRIER. |
Location Description | LOS ANGELES COUNTY IN IRWINDALE FROM 0.1 MILE NORTH OF GRAHAM ACCESS ROAD OVERCROSSING TO 0.1 MILE NORTH OF LIVE OAK AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 05/07/2021 | Sample Unique Key | 6 |
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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 | 05/10/2021 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 No LAS |
The quantity of what the sample constitutes | 4 Bags of Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Zaid | Last name of sampler or witnessed by | Abdelkhaliq |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0270A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt | 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 |
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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 | |
The plant number | 105793 | 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 | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-07-6
DIME Test ID: 2021-05-07-6-10
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: 2021-05-17
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: Sebastian Ferrer/Larry Diaz/Edmond Jabbour
Date of test: 05/13/2021
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.2 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied
Test was verified on 5/17/2021 ✔