Summary for Test 2024-04-24-34-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995232 DEA: 120U1704 EFIS: 1223000051 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133,261-9.8/12.6,0.0/3.5 |
| Award Date | 12/27/2023 |
| Closeout Date | 09/20/2024 |
| Work Description | COLD PLANE, OVERLAY, AND REFRESH PAVEMENT DELINEATION. |
| Location Description | ORANGE COUNTY IN IRVINE ON ROUTE 133 FROM TECHNOLOGY DRIVE UNDERCROSSING TO PORTOLA PARKWAY UNDERCROSSING AND ON ROUTE 261 FROM WALNUT AVENUE OVERCROSSING TO 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 10/16/2023) |
Sample Information
| Sample Taken Date | 04/24/2024 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 04/29/2024 |
| Sample type | Verification | A brief description of the sample | JMF 1/2" WMA-A-SP R15 0.40% EVO P25 |
| The quantity of what the sample constitutes | 4 Bags of Combined Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Capacete QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0200A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA-Corona Quarry/SJR/Ingevity | 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 | AAA-Corona | |
| 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
DIME Sample ID: 2024-04-24-34
DIME Test ID: 2024-04-24-34-1
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: 2024-06-12
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: David Padilla
Date of test: 05/08/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 91 % | ||||||
| 67 % | ||||||
| 49 % | ||||||
| 37 % | ||||||
| 28 % | ||||||
| 19 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation after Ignition
Test was verified on 6/12/2024 ✔
