Summary for Test 2021-06-25-5-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214216 DEA: 071XM404 EFIS: 0719000232 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-22.16, 22.16 |
| Award Date | 06/21/2019 |
| Closeout Date | 10/06/2022 |
| Work Description | This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS |
| Location Description | Ventura County on Route 33 at PM.22.16. |
| QA Service Level | 1 (Verified on 08/27/2019) |
Sample Information
| Sample Taken Date | 06/25/2021 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 06/29/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 No LAS |
| The quantity of what the sample constitutes | 4 Bags Of Coldfeed Agg., 2 Bags Of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Brock |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0393A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company | 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 13762 | A detailed description of where the material sample was collected | Belt Cut at Granite Construction Co. |
| 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 | 1 | |
| Sublot number | 2 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-25-5
DIME Test ID: 2021-06-25-5-10
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: 2021-07-06
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/Dominic Montemayor
Date of test: 07/03/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 80 % | ||||||
| 70 % | ||||||
| 53 % | ||||||
| 37 % | ||||||
| 26 % | ||||||
| 18 % | ||||||
| 11 % | ||||||
| 5 % | ||||||
| 3.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied
Test was verified on 7/6/2021 ✔