Summary for Test 2022-09-13-19-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-180.2/186.2 |
| Award Date | 06/23/2022 |
| Closeout Date | 12/12/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 12/05/2022) |
Sample Information
| Sample Taken Date | 09/13/2022 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 09/15/2022 |
| Sample type | Verification | A brief description of the sample | 10K M.S. 3/4" HMA-A-SP R15 1.5% LSM |
| The quantity of what the sample constitutes | 3 Bags Coldfeed Agg., 10 Bags Bin Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Caltrans | Last name of sampler or witnessed by | G3 |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0639A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Las Vegs Paving Company-Las Vegas | 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) | NA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 6741N1 22 | A detailed description of where the material sample was collected | Belt Cut at Las Vegas Paving Company Las Vegas |
| 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: 2022-09-13-19
DIME Test ID: 2022-09-13-19-10
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: 2022-11-10
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain/ RJ/Angel Toledo
Date of test: 09/19/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 81 % | ||||||
| 73 % | ||||||
| 49 % | ||||||
| 33 % | ||||||
| 25 % | ||||||
| 21 % | ||||||
| 16 % | ||||||
| 8 % | ||||||
| 4.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined L.T. Aggregate Gradation W/ Rap gradation Correlation Factors
Test was verified on 11/10/2022 ✔