Summary for Test 2019-03-25-18-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213691 DEA: 074W2904 EFIS: 0718000114 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-118-0.4/11.0 |
| Award Date | 12/04/2018 |
| Closeout Date | 02/20/2020 |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING AND APPLY SLURRY SEAL COAT. |
| Location Description | VENTURA COUNTY IN VENTURA FROM 0.2 MILE WEST OF ROUTE 118/126 SEPARATION TO ROUTE 34 |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 03/25/2019 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 03/27/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP |
| The quantity of what the sample constitutes | PSE 4 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Materials | Last name of sampler or witnessed by | Vulcan Materials |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0203A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sheldon Boulevard Big Rock Creek | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0017::SHELDON |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 220831 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Manufaturer |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-03-25-18
DIME Test ID: 2019-03-25-18-10
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: 2019-04-30
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: Satish Jain
Date of test: 04/02/2019
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 39 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.3 %
General comments (publicly viewable) (Max 1000 characters): Combined Gradation of Blended Virgin/Rap w/Correlation Applied
Test was verified on 4/23/2019 ✔