Summary for Test 2020-06-16-52-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215041 DEA: 031J1904 EFIS: 0320000169 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB,YUB/SUT-70,70,99-Var |
| Award Date | 06/08/2020 |
| Closeout Date | 06/27/2022 |
| Work Description | In-kind restoration pvmt. repair w/HMA medium overlay, striping, traffic control, incidental work |
| Location Description | Yubat & Sutter Counties at various locaitons |
| QA Service Level | 1 (Verified on 07/20/2020) |
Sample Information
| Sample Taken Date | 06/16/2020 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 06/16/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 inch HMA-A |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | GRI Personnel | Last name of sampler or witnessed by | GRI Personnel |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed - Rio Linda | 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 | Clements Hot Plant |
|---|---|---|---|
| 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: 2020-06-16-52
DIME Test ID: 2020-06-16-52-3
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: 2020-09-14
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: 07/30/2020
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 74 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 10.9 %
General comments (publicly viewable) (Max 1000 characters): JMF20-025
Test was verified on 9/14/2020 ✔