Summary for Test 2020-04-16-18-9
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 | 04/16/2020 | 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 | 05/07/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 WMA-A-SP R 15 Aggregate and RAP |
| The quantity of what the sample constitutes | JMF 5 Bags | 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 | 0215A-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::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
| 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 | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-16-18
DIME Test ID: 2020-04-16-18-9
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: 2020-05-19
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: Kiet Phan
Date of test: 05/13/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 89 % | ||||||
| 61 % | ||||||
| 43 % | ||||||
| 32 % | ||||||
| 25 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 8.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 5/19/2020 ✔