Summary for Test 2020-11-12-4-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214351 DEA: 07316504 EFIS: 0715000210 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-118-R24.1/R29.7 |
| Award Date | 11/26/2019 |
| Closeout Date | 09/07/2021 |
| Work Description | CONSTRUCT MAINTENANCE VEHICLE PULLOUTS AND ACCESS ROADS. |
| Location Description | VENTURA COUNTY IN SIMI VALLEY FROM 0.1 MILE WEST OF CALDWELL AVENUE UNDERCROSSING TO 0.2 MILE EAST OF YOSEMITE AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 02/18/2020) |
Sample Information
| Sample Taken Date | 11/12/2020 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 11/12/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R15 0.4% Evo |
| The quantity of what the sample constitutes | 3 Bags Combined Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Dong |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0665A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt | 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) | 91-33-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 103793 | A detailed description of where the material sample was collected | Belt Cut at All American Irwindale Plant |
| 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: 2020-11-12-4
DIME Test ID: 2020-11-12-4-9
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: 2020-11-17
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: 11/15/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 88 % | ||||||
| 64 % | ||||||
| 47 % | ||||||
| 37 % | ||||||
| 29 % | ||||||
| 20 % | ||||||
| 14 % | ||||||
| 9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 11/17/2020 ✔