Summary for Test 2021-05-27-25-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215236 DEA: 081C6804 EFIS: 0812000343 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74,79and371-Varies |
| Award Date | 12/29/2020 |
| Closeout Date | 07/07/2025 |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT. |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/02/2021) |
Sample Information
| Sample Taken Date | 05/27/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 06/02/2021 |
| Sample type | Verification | A brief description of the sample | JMF 1/2" HMA-A-SP R25 0.5% LAS |
| The quantity of what the sample constitutes | 6 Bags Coldfeed Aggregate 3 Bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | California Commercial Asphalt Lake Elsinore | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0321A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | California Commercial Asphalt - 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, 91-33-0011 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 51217615 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore 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: 2021-05-27-25
DIME Test ID: 2021-05-27-25-9
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: 2021-06-09
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: Friday Ofoegbu
Date of test: 06/07/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 83 % | ||||||
| 59 % | ||||||
| 44 % | ||||||
| 34 % | ||||||
| 26 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 6/9/2021 ✔