Summary for Test 2022-09-14-62-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
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DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
Award Date | 02/02/2021 |
Closeout Date | 04/11/2024 |
Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
Sample Taken Date | 09/14/2022 | Sample Unique Key | 62 |
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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 | 09/15/2022 |
Sample type | Department Acceptance | A brief description of the sample | Combined Lime Treated 3/8-inch 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 | Ryan | Last name of sampler or witnessed by | . |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79160A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 876991 |
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) | Sierra Cascade |
---|---|---|---|
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 | Dig It | |
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: 2022-09-14-62
DIME Test ID: 2022-09-14-62-1
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: 2022-09-30
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: Karen Dorado
Date of test: 09/16/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1391.6 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
96.1 grams | 93.1 % | |||||
615.8 grams | 55.7 % | |||||
846.8 grams | 39.1 % | |||||
249.2 grams | 21.2 % | |||||
346.8 grams | 14.2 % | |||||
398.8 grams | 10.5 % | |||||
436.0 grams | 7.8 % | |||||
465.4 grams | 5.7 % | |||||
486.2 grams | 4.21 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2022 ✔