Summary for Test 2021-04-01-26-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-70-15.5/16.5 |
| Award Date | 07/31/2019 |
| Closeout Date | 08/30/2023 |
| Work Description | SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
| Location Description | NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
| QA Service Level | 1 (Verified on 08/22/2019) |
Sample Information
| Sample Taken Date | 04/01/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 04/01/2021 |
| Sample type | Verification | A brief description of the sample | RAP minus 1/2" |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Teichert Personnel (SAMPLER) | Last name of sampler or witnessed by | Brad McKeehan (WITNESS) |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | JMF21-020A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert-Hallwood Drum Plant | Transportation Laboratory (TL) Number | C706328 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Not Applicable |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Hallwood, RAP Bin 1 |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-01-26
DIME Test ID: 2021-04-01-26-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-05-05
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Mario Munoz
Date of test: 04/07/2021
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: 85 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 9.0 %
General comments (publicly viewable) (Max 1000 characters): JMF21-020A.
Test was verified on 5/5/2021 ✔