Summary for Test 2022-08-15-33-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 993697 DEA: 022J4504 |
---|---|
DIST-CO-RTE-PM | 02-TEH-36-56.0/R60.5 |
Award Date | 06/09/2022 |
Closeout Date | 10/06/2022 |
Work Description | PLACE HMA (TYPE A) AND REPLACE AC SURFACING. |
Location Description | TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE |
QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
Sample Taken Date | 08/15/2022 | Sample Unique Key | 33 |
---|---|---|---|
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 | 08/15/2022 |
Sample type | Department Acceptance | A brief description of the sample | 1 bag of Combined RAP (1/2-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 | . |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79129B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Knife River Construction – Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 857903 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | KRC Orland |
---|---|---|---|
Aggregate Size | 1/2-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-15-33
DIME Test ID: 2022-08-15-33-2
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: 2022-08-22
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 08/18/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1847.4 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
16.8 grams | 99.1 % | |||||
152.6 grams | 91.7 % | |||||
449.6 grams | 75.7 % | |||||
686.0 grams | 62.9 % | |||||
1076.7 grams | 41.7 % | |||||
1294.8 grams | 29.9 % | |||||
1445.1 grams | 21.8 % | |||||
1571.0 grams | 15 % | |||||
1654.9 grams | 10.4 % | |||||
1704.9 grams | 7.7 % |
General comments (publicly viewable) (Max 1000 characters): Uncorrected.
Test was verified on 8/22/2022 ✔