Summary for Test 2022-01-18-12-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215150 DEA: 120P0304 EFIS: 1215000024 |
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DIST-CO-RTE-PM | 12-ORA-74-11.5/16.6 |
Award Date | 11/13/2020 |
Closeout Date | Not set |
Work Description | PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM. |
Location Description | ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE |
QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
Sample Taken Date | 01/18/2022 | Sample Unique Key | 12 |
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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 | 01/24/2022 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% EVO |
The quantity of what the sample constitutes | 2 Bags Of Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0107A-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble-Corona | 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) | 91-33-0014/91-33-0039 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 36R2508SPWEC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona 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: 2022-01-18-12
DIME Test ID: 2022-01-18-12-9
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: 2022-01-28
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: Satish Jain
Date of test: 01/27/2022
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 61 %
Cumulative percent passing the #8 sieve: 44 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 25 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 9.2 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 1/28/2022 ✔