Summary for Test 2021-11-05-17-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214909 DEA: 120N8604 EFIS: 1214000123 |
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DIST-CO-RTE-PM | 12-ORA-73-23.7/24.1 |
Award Date | 06/25/2020 |
Closeout Date | 01/09/2023 |
Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA. |
Location Description | ORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE |
QA Service Level | 1 (Verified on 07/21/2020) |
Sample Information
Sample Taken Date | 11/05/2021 | Sample Unique Key | 17 |
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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 | 11/10/2021 |
Sample type | Verification | A brief description of the sample | 3/4" WMA-A-SP R25, 0.25% Evotherm |
The quantity of what the sample constitutes | 2 Bags of Combined Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble Orange | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0625A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 36R2508SPWEO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange 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: 2021-11-05-17
DIME Test ID: 2021-11-05-17-10
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: 2021-11-23
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: Friday Ofoegbu, David Padilla
Date of test: 11/16/2021
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.4 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied
Test was verified on 11/23/2021 ✔