Summary for Test 2019-05-23-18-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 211775 DEA: 024E6504 EFIS: 0212000012 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-R52.5/88.4 |
| Award Date | 07/10/2017 |
| Closeout Date | 01/05/2021 |
| Work Description | WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL |
| Location Description | SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/23/2017) |
Sample Information
| Sample Taken Date | 05/23/2019 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/23/2019 | Sample type | Verification |
| A brief description of the sample | 3/8-inch Minus RAP (3/8-inch) | The quantity of what the sample constitutes | JMF Modification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | Curry | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77889B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | |
| Transportation Laboratory (TL) Number | 001377 | 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 | Fawndale |
|---|---|---|---|
| Aggregate Size | Combined 3/8-inch | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-05-23-18
DIME Test ID: 2019-05-23-18-2
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: 2019-06-28
Test Results
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 05/29/2019
Total mass of material in the sample: 1233.0 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 18.1 grams
Cumulative mass retained on the 1/4 in. sieve: 210.2 grams
Cumulative mass retained on the #4 sieve: 363.0 grams
Cumulative mass retained on the #8 sieve: 618.8 grams
Cumulative mass retained on the #16 sieve: 801.3 grams
Cumulative mass retained on the #30 sieve: 922.1 grams
Cumulative mass retained on the #50 sieve: 1007.0 grams
Cumulative mass retained on the #100 sieve: 1065.4 grams
Cumulative mass retained on the #200 sieve: 1102.6 grams
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: 98.5 %
Cumulative percent passing the 1/4 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 70.6 %
Cumulative percent passing the #8 sieve: 49.8 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 25.2 %
Cumulative percent passing the #50 sieve: 18.3 %
Cumulative percent passing the #100 sieve: 13.6 %
Cumulative percent passing the #200 sieve: 10.58 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2019 ✔