Summary for Test 2023-07-17-70-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
---|---|
DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
Award Date | 01/04/2023 |
Closeout Date | 04/11/2024 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
Sample Taken Date | 07/17/2023 | Sample Unique Key | 70 |
---|---|---|---|
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 | 07/18/2023 |
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 | Randy | Last name of sampler or witnessed by | Bibbens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79300B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 850961 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Hat Creek Construction and Materials, Ward Lake Plant, Litchfield, CA |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2023-07-17-70
DIME Test ID: 2023-07-17-70-2
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: 2023-12-07
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: 07/26/2023
Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
---|---|---|---|---|---|---|
2062.5 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 % | ||||
9.7 grams | -0.2 % | 99 % | ||||
652.0 grams | 1.3 % | 70 % | ||||
1114.6 grams | 2.8 % | 49 % | ||||
1387.1 grams | 3.2 % | 36 % | ||||
1565.6 grams | 2.3 % | 26 % | ||||
1704.9 grams | 1.3 % | 19 % | ||||
1813.5 grams | 0.8 % | 13 % | ||||
1881.9 grams | 0.4 % | 9.2 % | ||||
1887.0 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/7/2023 ✔