Summary for Test 2021-09-12-5-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215410 DEA: 060U5204 EFIS: 0616000003 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R14.0/R14.5,15.1/19.6 |
| Award Date | 04/01/2021 |
| Closeout Date | 10/03/2022 |
| Work Description | HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING. |
| Location Description | MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 09/12/2021 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/27/2021 | Sample type | Dispute Resolution |
| A brief description of the sample | Dispute 3/4" HMA-A-SR R15 | The quantity of what the sample constitutes | 1 Bag of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Thomas |
| Last name of sampler or witnessed by | S | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 5030 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Madera | |
| 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 | Reclaimed Asphalt Pavement | RAP Source | Vulcan Madera |
|---|---|---|---|
| Aggregate Size | 1/2 | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-12-5
DIME Test ID: 2021-09-12-5-1
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: 2021-11-03
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: David Padilla
Date of test: 10/29/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 72 % | ||||||
| 54 % | ||||||
| 42 % | ||||||
| 31 % | ||||||
| 21 % | ||||||
| 14 % | ||||||
| 10.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 11/3/2021 ✔