Summary for Test 2023-05-09-102-1
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 05/09/2023 | Sample Unique Key | 102 |
---|---|---|---|
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 | 05/23/2023 |
Sample type | Verification | A brief description of the sample | RAP |
The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Allen | Last name of sampler or witnessed by | Oliver |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | 023-023 | Linked DIME Sample ID | 2023-05-09-101 |
The fabricator/manufacturer/facility name | SPM-Avenal | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Stockpile |
---|---|---|---|
Aggregate Size | 3/8 | Aggregate Source | |
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2023-05-09-102
DIME Test ID: 2023-05-09-102-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-06-05
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 06/05/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1572.2 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
9.0 grams | 99 % | |||||
103.0 grams | 93 % | |||||
486.7 grams | 69 % | |||||
803.8 grams | 49 % | |||||
1032.4 grams | 34 % | |||||
1163.6 grams | 26 % | |||||
1268.2 grams | 19 % | |||||
1349.7 grams | 14 % | |||||
1421.2 grams | 9.6 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2023 ✔