Summary for Test 2022-04-30-40-1
Test performed: AASHTO T27-14Project 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 | 04/30/2022 | Sample Unique Key | 40 |
---|---|---|---|
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 | 05/18/2022 |
Sample type | Verification | A brief description of the sample | 1/2" HMA, WMA, 15% RAP, PG 64-10 |
The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Erika | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 22-JMFPP-0077 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Pleasanton | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0009 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Coldfeed | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-04-30-40
DIME Test ID: 2022-04-30-40-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-05-20
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Bang Nguyen/ Ryan Kester
Date of test: 05/20/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
2137.4 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
50.5 grams | 97.6 % | |||||
220.5 grams | 89.7 % | |||||
719.6 grams | 66.3 % | |||||
357.4 grams | 33.1 % | |||||
488.4 grams | 20.9 % | |||||
556.8 grams | 14.5 % | |||||
613.4 grams | 9.3 % | |||||
654.5 grams | 5.5 % | |||||
673.4 grams | 3.7 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2022 ✔