Summary for Test 2024-05-21-36-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000036 DEA: 120U2304 EFIS: 1223000056 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-241-14.6/33.7 |
| Award Date | 03/06/2024 |
| Closeout Date | 11/07/2024 |
| Work Description | COLD PLANE AC PAVEMENT, PLACE RHMA AND HMA. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM OSO PARKWAY OVERCROSSING TO SANTIAGO CREEK |
| QA Service Level | 1 (Verified on 01/26/2024) |
Sample Information
| Sample Taken Date | 05/21/2024 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 05/22/2024 |
| Sample type | Verification | A brief description of the sample | JMF 1/2" WMA-A-SP R15 0.4% EVO P25 |
| The quantity of what the sample constitutes | 4 Bags of Comb. Agg, 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victtor | Last name of sampler or witnessed by | Capacete |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0257A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt- Corona | 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) | 91-33-0005 |
|---|---|---|---|
| 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 All American Corona 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 | 102775 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-05-21-36
DIME Test ID: 2024-05-21-36-9
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: 2024-06-27
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: Seige Mendoza
Date of test: 05/30/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 92 % | ||||||
| 68 % | ||||||
| 48 % | ||||||
| 36 % | ||||||
| 27 % | ||||||
| 19 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 6/27/2024 ✔