Summary for Test 2021-06-02-6-1
Test performed: AASHTO T27-14
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Project Information
Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
---|---|
DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
Award Date | 12/08/2020 |
Closeout Date | 09/27/2021 |
Work Description | PLACE HMA (TYPE A). |
Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
Sample Taken Date | 06/02/2021 | Sample Unique Key | 6 |
---|---|---|---|
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 | 06/02/2021 |
Sample type | Department Acceptance | A brief description of the sample | Treated Virgin 3/8-inch Type A Aggregate |
The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | . |
Title of sampler | CGI | Telephone number of sampler | |
Laboratory sample identification | D78819A | Linked DIME Sample ID | 2021-06-02-7 |
The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 858980 |
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) | 91-45-0017 |
---|---|---|---|
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 | Sampling device at plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-02-6
DIME Test ID: 2021-06-02-6-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-08-19
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: Measured
Tester's full name: Terry McCormick
Date of test: 06/04/2021
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1,518.8 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
83.0 grams | 94.5 % | |||||
520 grams | 65.8 % | |||||
778.0 grams | 48.8 % | |||||
346.2 grams | 16.5 % | |||||
450.4 grams | 6.7 % | |||||
465.8 grams | 5.3 % | |||||
471.9 grams | 4.7 % | |||||
480.2 grams | 4 % | |||||
487.8 grams | 3.24 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2021 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.