Summary for Test 2020-12-14-15-4
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214466 DEA: 081F1414 EFIS: 0815000231 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-15-54.2/54.3 |
| Award Date | 01/02/2020 |
| Closeout Date | 05/26/2022 |
| Work Description | Slab & lane replacement with JPCP & precast conc pavement, place HMA. |
| Location Description | Riverside and San Diego County |
| QA Service Level | 1 (Verified on 03/20/2020) |
Sample Information
| Sample Taken Date | 12/14/2020 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 12/15/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 3/8" HMA-A-SP R15 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 | California Commercial Asphalt Lake Elsinore | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0698A-20 | 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 | 3/8 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 53891193 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore Plant at 116 Tons |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-12-14-15
DIME Test ID: 2020-12-14-15-4
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: 2020-12-30
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: Dominic Montemayor/Satish Jain
Date of test: 12/17/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 53 % | ||||||
| 34 % | ||||||
| 24 % | ||||||
| 16 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied
Test was verified on 12/30/2020 ✔