Summary for Test 2021-03-04-4-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
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DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
Award Date | 06/03/2019 |
Closeout Date | 10/17/2023 |
Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
Sample Taken Date | 03/04/2021 | Sample Unique Key | 4 |
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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 | 03/08/2021 |
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 | 5 Bags of Coldfeed, 1 Bag of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Zubieta |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0155A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt-Irwindale | 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 |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2021-03-04-4
DIME Test ID: 2021-03-04-4-9
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: 2021-03-12
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: 03/11/2021
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 92 %
Cumulative percent passing the #4 sieve: 66 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 37 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 3/12/2021 ✔