Summary for Test 2019-04-17-51-4
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 | 04/17/2019 | Sample Unique Key | 51 |
---|---|---|---|
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 | 07/18/2019 |
Sample type | Verification | A brief description of the sample | 3/4" HMA - A |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | Iggy | Last name of sampler or witnessed by | Herrera |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 19-JMF-0118 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company Vernalis | 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) | 91-39-0002::VERNALIS |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile @ Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-04-17-51
DIME Test ID: 2019-04-17-51-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-08-08
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Gurpartap Grewal
Date of test: 07/18/2019
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5162.4 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
74.3 grams | 98.6 % | |||||
722.3 grams | 86 % | |||||
619.4 grams | 88 % | |||||
0 grams | 100 % | |||||
966.2 grams | 81.3 % | |||||
187.8 grams | 51 % | |||||
305.4 grams | 32 % | |||||
369.4 grams | 21.6 % | |||||
415.6 grams | 14.2 % | |||||
447.7 grams | 9 % | |||||
465.7 grams | 6.07 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2019 ✔