Summary for Test 2020-06-10-44-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
---|---|
DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
Award Date | 05/08/2020 |
Closeout Date | 08/14/2023 |
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 |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 06/10/2020 | Sample Unique Key | 44 |
---|---|---|---|
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 | 06/11/2020 |
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 | CGI | Last name of sampler or witnessed by | CGI |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78467B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Ward Lake | Transportation Laboratory (TL) Number | 896984 |
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) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-10-44
DIME Test ID: 2020-06-10-44-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-09-03
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/13/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1553 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
10.7 grams | 99.3 % | |||||
306.5 grams | 80.3 % | |||||
516.2 grams | 66.8 % | |||||
875.0 grams | 43.7 % | |||||
1076.2 grams | 30.7 % | |||||
1193.1 grams | 23.2 % | |||||
1283.9 grams | 17.3 % | |||||
1365.1 grams | 12.1 % | |||||
1420.0 grams | 8.6 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2020 ✔