Summary for Test 2023-06-14-85-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 994345 DEA: 023J7804 EFIS: 0222000083 |
---|---|
DIST-CO-RTE-PM | 02-TRI-36-15.8/16.9,20.5/24.5 |
Award Date | 12/22/2022 |
Closeout Date | 08/22/2023 |
Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
Location Description | TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD |
QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
Sample Taken Date | 06/14/2023 | Sample Unique Key | 85 |
---|---|---|---|
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 | 06/14/2023 |
Sample type | Production Start-Up | A brief description of the sample | 2 bags of Fine RAP (3/8-inch) |
The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | JD | Last name of sampler or witnessed by | Atkinson |
Title of sampler | Tester | Telephone number of sampler | |
Laboratory sample identification | D79264B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858118 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Tullis, Northstate Asphalt, Redding, CA |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2023-06-14-85
DIME Test ID: 2023-06-14-85-2
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: 2023-08-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/16/2023
Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
---|---|---|---|---|---|---|
1,204.7 grams | ||||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
0.0 grams | 0.0 % | 100 % | ||||
19.4 grams | 0.1 % | 98 % | ||||
351.8 grams | 0.2 % | 71 % | ||||
591.3 grams | 0.1 % | 51 % | ||||
764.2 grams | 0.0 % | 37 % | ||||
883.7 grams | -0.4 % | 26 % | ||||
972.3 grams | -0.7 % | 19 % | ||||
1,033.8 grams | -0.9 % | 13 % | ||||
1,074.2 grams | -0.9 % | 9.9 % | ||||
1,077.7 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/3/2023 ✔