Summary for Test 2021-05-17-7-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215309 DEA: 09385904 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-R12.6/L16.2 |
| Award Date | 01/29/2021 |
| Closeout Date | 06/30/2021 |
| Work Description | COLD PLANE AND PLACE HMA (TYPE A). |
| Location Description | KERN COUNTY AT AND NEAR MOJAVE FROM 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING TO 0.1 MILE NORTH OF BUSINESS 58 EAST |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 05/17/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2021 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R15 1.0% LAS | The quantity of what the sample constitutes | 4 Bags Coldfeed Agg., 1 Bag Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | S |
| Last name of sampler or witnessed by | Ahumada | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0289A-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | |
| 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) | 91-15-0068 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | GRF 15 G3 2 | A detailed description of where the material sample was collected | Belt Cut at Griffith Edmonston |
| 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: 2021-05-17-7
DIME Test ID: 2021-05-17-7-9
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: 2021-06-02
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: 05/27/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 76 % | ||||||
| 55 % | ||||||
| 40 % | ||||||
| 29 % | ||||||
| 21 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 6/2/2021 ✔