Summary for Test 2021-08-23-9-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215756 DEA: 074W9304 EFIS: 0720000195 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-105-R0.0/R12.9 |
| Award Date | 06/25/2021 |
| Closeout Date | 07/26/2022 |
| Work Description | APPLY SLURRY SEAL TO ROADWAY. |
| Location Description | LOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/11/2021) |
Sample Information
| Sample Taken Date | 08/23/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 08/26/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" HMA-A-SP R15 0.5% LAS |
| The quantity of what the sample constitutes | 2 Bags Of Beltcut Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cesar | Last name of sampler or witnessed by | Gomez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0503A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials-Irwindale | 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) | 91-19-0035::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale Plant | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-23-9
DIME Test ID: 2021-08-23-9-10
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: 2021-09-03
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/Edmond Jabbour
Date of test: 09/01/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 90 % | ||||||
| 62 % | ||||||
| 45 % | ||||||
| 31 % | ||||||
| 21 % | ||||||
| 13 % | ||||||
| 8 % | ||||||
| 4.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied
Test was verified on 9/3/2021 ✔