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 |
|---|---|---|---|
| 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 | 05/23/2019 |
| 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 |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 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 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 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 ✔