Summary for Test 2024-04-15-38-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993153 DEA: 120H0474 EFIS: 1212000053 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-241-27.8/38.0 |
| Award Date | 10/21/2021 |
| Closeout Date | 06/18/2025 |
| Work Description | PLACE HMA AND PERFORATED PLASTIC PIPE UNDERDRAIN. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF ROUTE 133 TO 0.5 MILE SOUTH OF ROUTE 91 |
| QA Service Level | 1 (Verified on 08/02/2021) |
Sample Information
| Sample Taken Date | 04/15/2024 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 04/18/2024 |
| Sample type | Verification | A brief description of the sample | PSU 3/4" WMA-A-SP R25 0.25EVO PG64-10 |
| The quantity of what the sample constitutes | 4 Bags of Agg., 1 Bag of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0181A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan - Corona/ Fish Canyon-IRW/ 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) | 91-33-0027, 91-19-0035 |
|---|---|---|---|
| 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 | Vulcan - Corona Drum | |
| 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 | 220200W CORD SJR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-04-15-38
DIME Test ID: 2024-04-15-38-9
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: 2024-05-15
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: Amir Sarder/David Padilla
Date of test: 04/30/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 90 % | ||||||
| 79 % | ||||||
| 51 % | ||||||
| 36 % | ||||||
| 25 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 7 % | ||||||
| 5.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Agg., Gradation W/ Rap Gradation Correlation Factors
Test was verified on 5/15/2024 ✔