Summary for Test 2020-08-08-6-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 08/08/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 08/12/2020 |
| Sample type | Verification | A brief description of the sample | JMF 1/2" A-SP R15 0.25% EVO |
| The quantity of what the sample constitutes | 8 Bags Of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jay | Last name of sampler or witnessed by | Olksen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0494A-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 | 1/2 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 320914 SVA LTR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley Plant |
| 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 | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-08-08-6
DIME Test ID: 2020-08-08-6-9
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: 2020-08-28
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: Michael Magana
Date of test: 08/24/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 82 % | ||||||
| 61 % | ||||||
| 46 % | ||||||
| 34 % | ||||||
| 23 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 8/28/2020 ✔