Summary for Test 2020-10-17-1-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214936 DEA: 074W7204 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-R18.8/R23.4 |
| Award Date | 06/16/2020 |
| Closeout Date | 03/15/2021 |
| Work Description | APPLY SLURRY SEAL TO ROADWAY AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AND LA CANADA FLINTRIDGE FROM ROUTE 134/2 SEPARATION TO FOOTHILL BOULEVARD |
| QA Service Level | 1 (Verified on 03/15/2021) |
Sample Information
| Sample Taken Date | 10/17/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/19/2020 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" WMA-A-SP R25 Aggregate and RAP | The quantity of what the sample constitutes | 2 Bags od Coldfeed, 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 | 0619A-20 | |
| 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: 2020-10-17-1
DIME Test ID: 2020-10-17-1-9
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: 2020-10-26
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: 10/21/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 91 % | ||||||
| 68 % | ||||||
| 51 % | ||||||
| 39 % | ||||||
| 29 % | ||||||
| 19 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 10/26/2020 ✔