Summary for Test 2020-09-21-27-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212872 DEA: 07302204 EFIS: 0713000481 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-126-0.0/R13.6 |
| Award Date | 01/24/2018 |
| Closeout Date | 05/26/2022 |
| Work Description | PLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | VENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/27/2020) |
Sample Information
| Sample Taken Date | 09/21/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 09/25/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.5% LAS |
| The quantity of what the sample constitutes | 10 Bags Of Agg., 1 Bag Of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Brook |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0552-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials-Sun Valley | 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) | 91-19-0035::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 220831 SVa MPC | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley |
| 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 | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-09-21-27
DIME Test ID: 2020-09-21-27-10
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: 2020-09-30
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: Sebastian Ferrer, Satish Jain, Larry Diaz
Date of test: 09/28/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 85 % | ||||||
| 66 % | ||||||
| 52 % | ||||||
| 38 % | ||||||
| 27 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 7 % | ||||||
| 3.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied
Test was verified on 9/30/2020 ✔