Summary for Test 2019-01-04-62-1
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 | 01/04/2019 | Sample Unique Key | 62 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 01/04/2019 |
Sample type | Quality Control | A brief description of the sample | 3/4 HMA Type A |
The quantity of what the sample constitutes | JMF | From where was the sample collected | Source |
First name of sampler or witnessed by | Carlos | Last name of sampler or witnessed by | Manzo |
Title of sampler | QC Technician | Telephone number of sampler | 805-440-7390 |
Laboratory sample identification | TEM34SPLA | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | SPM-Avenal | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0006::AVENAL AGGREGATES |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | JMF virgin aggreate | |
The plant number | 1 | A detailed description of where the material sample was collected | Stockpile @ Plant |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-01-04-62
DIME Test ID: 2019-01-04-62-1
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: 2019-04-19
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: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 01/04/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the 1/4 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 75 %
Cumulative percent passing the #16 sieve: 49 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters): Aggregate Gradation Sample 5 T-27 WRD(Fine)
Test was verified on 4/12/2019 ✔