Summary for Test 2023-05-17-79-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215310 DEA: 020J4504 EFIS: 0219000125 |
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DIST-CO-RTE-PM | 02-SIS-97-0/0.0001 |
Award Date | 06/30/2022 |
Closeout Date | Not set |
Work Description | DORRIS TMS |
Location Description | SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD |
QA Service Level | 1 (Verified on 11/09/2020) |
Sample Information
Sample Taken Date | 05/17/2023 | Sample Unique Key | 79 |
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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 | 05/17/2023 |
Sample type | Production Start-Up | A brief description of the sample | 3 bags of Untreated 3/4-inch Sized Virgin 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 | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79235A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815612 |
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::Fawndale Rock Quarry - Redding, CA |
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The fabricator's/manufacturer's product name for the sample | 3/4-inch | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Stockpile at Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-05-17-79
DIME Test ID: 2023-05-17-79-1
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: 2023-06-08
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): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Joe Mishoe and Josh Murphy
Date of test: 05/24/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
6121.4 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
153.0 grams | 98 % | |||||
3174.0 grams | 48 % | |||||
5083.0 grams | 17 % | |||||
5871.0 grams | 4 % | |||||
5933.9 grams | 3 % | |||||
5937.2 grams | 3 % | |||||
5946.1 grams | 3 % | |||||
5957.0 grams | 3 % | |||||
5973.7 grams | 2 % | |||||
5993.3 grams | 2.1 % | |||||
6006 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2023 ✔