Summary for Test 2021-09-28-9-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214920 DEA: 073W8704 EFIS: 0717000118 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-46.9/50.4 |
| Award Date | 06/09/2020 |
| Closeout Date | 07/03/2023 |
| Work Description | PERFORM SLURRY SEAL, REPLACE AC SURFACING AND INDIVIDUAL SLABS. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR MALIBU FROM MALIBU LAGOON BRIDGE TO SOLISTICE CANYON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
| Sample Taken Date | 09/28/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2021 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% Evotherm | The quantity of what the sample constitutes | 2 Bags of Coldfeed Aggregate, 1 Bag of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Robert |
| Last name of sampler or witnessed by | RJ Noble QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0566A-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 | ||
| Bid Item | Not set |
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
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DIME Sample ID: 2021-09-28-9
DIME Test ID: 2021-09-28-9-10
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: 2021-10-11
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: 10/08/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 84 % | ||||||
| 73 % | ||||||
| 51 % | ||||||
| 32 % | ||||||
| 21 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied
Test was verified on 10/11/2021 ✔