Summary for Test 2018-05-31-19-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 212784 DEA: 023H1504 EFIS: 0217000064 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-0.0/4.7 |
| Award Date | 11/30/2017 |
| Closeout Date | 01/08/2019 |
| Work Description | AC OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND GUARDRAIL. |
| Location Description | LASSEN COUNTY NEAR MCARTHUR FROM SHASTA COUNTY LINE TO 4.0 MILES WEST OF MUCK VALLEY HYDRO ROAD. |
| QA Service Level | 1 (Verified on 05/03/2018) |
Sample Information
| Sample Taken Date | 05/31/2018 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 05/31/2018 |
| Sample type | Verification | A brief description of the sample | Combined RAP, 3/8-inch Minus |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77434 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 736683 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-03-M1 | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set | HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-31-19
DIME Test ID: 2018-05-31-19-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-01-04
Test Results
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 06/04/2018
Cumulative percent passing the 2 in. sieve: no data
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: 97.6 %
Cumulative percent passing the 1/4 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 67.7 %
Cumulative percent passing the #8 sieve: 45.7 %
Cumulative percent passing the #16 sieve: 31.8 %
Cumulative percent passing the #30 sieve: 23.4 %
Cumulative percent passing the #50 sieve: 17.3 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 10.28 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/4/2019 ✔