Summary for Test 2019-04-28-8-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213912 DEA: 033H71U4 EFIS: 0319000051 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-8.8/12.1 |
| Award Date | 05/09/2019 |
| Closeout Date | 09/23/2021 |
| Work Description | WIDEN RDWY, RDWY EX, HMA & MODIFY ELECT SYSTEM. |
| Location Description | BUTTE COUNTY NEAR OROVILLE FROM 0.1 MILE SOUTH OF PALERMO ROAD TO 0.6 MILE NORTH OF OPHIR ROAD |
| QA Service Level | 1 (Verified on 02/21/2019) |
Sample Information
| Sample Taken Date | 04/28/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/19/2019 | Sample type | Quality Control |
| A brief description of the sample | JMF mix design data | The quantity of what the sample constitutes | 1 production lot |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jon |
| Last name of sampler or witnessed by | Blumer | Title of sampler | |
| Telephone number of sampler | 916-386-6985 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Materials Hallwood | |
| 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 | Teichert Materials Hallwood |
|---|---|---|---|
| Aggregate Size | Unknown | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-28-8
DIME Test ID: 2019-04-28-8-5
Testing Lab: Teichert Materials - Sacramento
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-05-29
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: Eric Gifford
Date of test: 04/19/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 84 % | ||||||
| 54 % | ||||||
| 36 % | ||||||
| 27 % | ||||||
| 20 % | ||||||
| 14 % | ||||||
| 11 % | ||||||
| 8.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2019 ✔