Summary for Test 2020-05-06-42-4
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214426 DEA: 030A5704 EFIS: 0300020593 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-13.3/R18.2 |
| Award Date | 01/02/2020 |
| Closeout Date | Not set |
| Work Description | Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK. |
| Location Description | YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 05/06/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 inch HMA - A w/RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Kenny | Last name of sampler or witnessed by | McHugh |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Materials Hallwood |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-06-42
DIME Test ID: 2020-05-06-42-4
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-09-04
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: Jeff Herbert
Date of test: 05/14/2020
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 31 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8.9 %
General comments (publicly viewable) (Max 1000 characters): JMF 20-021
Test was verified on 9/4/2020 ✔