Summary for Test 2022-05-17-49-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
| Award Date | 03/24/2021 |
| Closeout Date | 01/06/2025 |
| Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
| Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
| QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
| Sample Taken Date | 05/17/2022 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/31/2022 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R24 10.0LSM | The quantity of what the sample constitutes | 2 Bags Virgin Agg.,2 Bags Combined Agg., 1 Bag Fine Rap 1 Bag Coarse Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Fernando |
| Last name of sampler or witnessed by | Carranza | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0316A-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fisher Sand and Gravel-Tempe | |
| 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) | CM203 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | CA125LSM | A detailed description of where the material sample was collected | Belt Cut at Fisher Sand and Gravel |
| 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: 2022-05-17-49
DIME Test ID: 2022-05-17-49-10
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: 2022-07-19
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: Robert Jarquin
Date of test: 06/03/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 94 % | ||||||
| 88 % | ||||||
| 67 % | ||||||
| 52 % | ||||||
| 40 % | ||||||
| 30 % | ||||||
| 21 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 7/19/2022 ✔