Summary for Test 2019-03-25-23-3
Test performed: AASHTO T27-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project 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 | 03/25/2019 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 04/29/2019 |
| Sample type | Verification | A brief description of the sample | Sized Untreated Aggregate (Dispute Resolution of JMF) |
| The quantity of what the sample constitutes | Dispute Resolution of JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Huddleston |
| Title of sampler | Mat and Res Eng Aso | Telephone number of sampler | |
| Laboratory sample identification | 019-006 | Linked DIME Sample ID | NA |
| The fabricator/manufacturer/facility name | Papich Construction | Transportation Laboratory (TL) Number | HDQTRS Lab |
| 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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | From the plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-03-25-23
DIME Test ID: 2019-03-25-23-3
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: 2019-05-15
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: Bang
Date of test: 05/01/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2175.4 grams | ||||||
| 0.0 grams | 0 % | |||||
| 0.0 grams | 0 % | |||||
| 0.0 grams | 0 % | |||||
| 97.2 grams | 95.5 % | |||||
| 385.2 grams | 82.3 % | |||||
| 385.2 grams | 82.3 % | |||||
| 911.5 grams | 58.1 % | |||||
| 408.0 grams | 39.4 % | |||||
| 740.0 grams | 24.2 % | |||||
| 935.2 grams | 15.3 % | |||||
| 1090.7 grams | 8.2 % | |||||
| 1199.1 grams | 3.2 % | |||||
| 1242.8 grams | 1.2 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.