Summary for Test 2019-04-01-41-1
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Warning: The test results shown on this page have been superseded and are invalid.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: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
---|---|
DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
Sample Taken Date | 04/01/2019 | Sample Unique Key | 41 |
---|---|---|---|
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 | 04/01/2019 |
Sample type | Verification | A brief description of the sample | 1/2" Virgin Aggregate Combined Gradation |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Barrett | Last name of sampler or witnessed by | Felder |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Griffith Edmonston | 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) | 04-03447 |
---|---|---|---|
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 | Plant | |
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: 2019-04-01-41
DIME Test ID: 2019-04-01-41-1
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: 2019-12-02
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: Clinton Edmiston
Date of test: 04/01/2019
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
10000 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
561.0 grams | 94.4 % | |||||
2263.0 grams | 77.4 % | |||||
5994 grams | 40.1 % | |||||
7126.0 grams | 28.7 % | |||||
167.0 grams | 19.5 % | |||||
287.0 grams | 12.9 % | |||||
365.0 grams | 8.6 % | |||||
421.0 grams | 5.5 % | |||||
467.0 grams | 2.9 % | |||||
488.0 grams | 1.77 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.