Summary for Test 2021-05-12-62-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214300 DEA: 07343404 EFIS: 0718000018 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-39-31.2 |
| Award Date | 10/30/2019 |
| Closeout Date | 05/06/2024 |
| Work Description | IN LOS ANGELES COUNTY, ON ROUTE 39 AT NORTH FORK SAN GABRIEL RIVER BRIDGE (BR. NO. 53-3069) REPLACE BRIDGE |
| Location Description | IN LOS ANGELES COUNTY ABOUT 19 MILES NORTH OF AZUSA AT NORTH FORK SAN GABRIEL RIVER BRIDGE |
| QA Service Level | 1 (Verified on 12/20/2019) |
Sample Information
| Sample Taken Date | 05/12/2021 | Sample Unique Key | 62 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/21/2021 | Sample type | Verification |
| A brief description of the sample | JMF 3/4" WMA-A-SP R15 0.25% EVO | The quantity of what the sample constitutes | 3 Bags Coldfeed Agg., 2 Bags Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Vulcan Irwindale |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0377A-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 | 3/4 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 220830 IRW LTR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials-Irwindale |
| 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: 2021-05-12-62
DIME Test ID: 2021-05-12-62-9
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: 2021-07-06
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: 06/25/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 73 % | ||||||
| 51 % | ||||||
| 37 % | ||||||
| 28 % | ||||||
| 20 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 7/6/2021 ✔