Test 2020-07-01-43-2 (AASHTO T30-19) Summary
Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 | ||
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. | ||
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD | ||
Sample Information
| Sample Taken Date | 7/1/2020 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 7/2/2020 |
| Sample type | Verification | A brief description of the sample | Fine RAP (3/8-inch) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Laboratory sample identification | D78502B | |
| The fabricator/manufacturer/facility name | Ward Lake Plant | Transportation Laboratory (TL) Number | 896802 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Ward Lake |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| JMF Verification ID | JMF3513-2020-212 |
Test Details
DIME Sample ID: 2020-07-01-43
DIME Test ID: 2020-07-01-43-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-11-02
Test Results
Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 07/03/2020
Total mass of material in the sample: 1659.3 grams
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: 25.7 grams
Mass retained on the 1/4 in. sieve: 344.2 grams
Cumulative mass retained on the #4 sieve: 538 grams
Cumulative mass retained on the #8 sieve: 881.5 grams
Cumulative mass retained on the #16 sieve: 1099.4 grams
Cumulative mass retained on the #30 sieve: 1235.2 grams
Cumulative mass retained on the #50 sieve: 1342.1 grams
Cumulative mass retained on the #100 sieve: 1435.1 grams
Cumulative mass retained on the #200 sieve: 1501.1 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:79.3 %
Cumulative percent passing the #4 sieve:67.6 %
Cumulative percent passing the #8 sieve:46.9 %
Cumulative percent passing the #16 sieve:33.7 %
Cumulative percent passing the #30 sieve:25.6 %
Cumulative percent passing the #50 sieve:19.1 %
Cumulative percent passing the #100 sieve:13.5 %
Cumulative percent passing the #200 sieve:9.53 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/02/2020 ✔