Summary for Test 2023-07-11-95-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
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DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
Award Date | 07/13/2022 |
Closeout Date | 04/11/2024 |
Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
Sample Taken Date | 07/11/2023 | Sample Unique Key | 95 |
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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 | 07/12/2023 |
Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/4-inch 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 | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79296A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 853402 |
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) | 91-45-0057::Shasta Ranch Aggregates (Anderson, CA) |
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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 | Cold Feed | |
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: 2023-07-11-95
DIME Test ID: 2023-07-11-95-1
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: 2023-11-20
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?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/14/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
4991 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
15.0 grams | 100 % | |||||
556.0 grams | 89 % | |||||
1692.0 grams | 66 % | |||||
3115.0 grams | 38 % | |||||
515.4 grams | ||||||
169.5 grams | 26 % | |||||
283.7 grams | 17 % | |||||
354.7 grams | 12 % | |||||
400.9 grams | 8 % | |||||
431.1 grams | 6 % | |||||
449.5 grams | 4.9 % | |||||
453.9 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/20/2023 ✔