Summary for Test 2024-06-07-39-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994946 DEA: 081M5804 EFIS: 0821000143 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10,15,74-var |
| Award Date | 08/24/2023 |
| Closeout Date | 11/04/2024 |
| Work Description | FURNISH POLYESTER CONC OVERLAY, PLACE POLYESTER CONC OVERLAY AND HMA. |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 06/07/2024 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 06/10/2024 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.5% LAS |
| The quantity of what the sample constitutes | 2 Bags Of Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joseph / Hector | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0285A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta (CCA) Lake Elsinore | 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) | 91-33-0098 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Belt Cut at Martin Marietta Lake Elsinore 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 | 53417105 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-07-39
DIME Test ID: 2024-06-07-39-10
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: 2024-07-10
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain/David Padilla
Date of test: 06/14/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 74 % | ||||||
| 65 % | ||||||
| 49 % | ||||||
| 36 % | ||||||
| 26 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 9 % | ||||||
| 6.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Aggregate Gradation W/rap Gradation Correlation Factors
Test was verified on 7/10/2024 ✔