Summary for Test 2022-03-21-65-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993299 DEA: 022J3904 EFIS: 0221000073 |
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DIST-CO-RTE-PM | 02-SHA-44-45.5/51.6 |
Award Date | 11/16/2021 |
Closeout Date | 11/23/2022 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
Location Description | SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD |
QA Service Level | 1 (Verified on 10/18/2021) |
Sample Information
Sample Taken Date | 03/21/2022 | Sample Unique Key | 65 |
---|---|---|---|
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 | 03/21/2022 |
Sample type | Verification | A brief description of the sample | 3 bags of Untreated 3/8″ Sized Virgin Aggregate for use in 3/8-inch Type A HMA |
The quantity of what the sample constitutes | JMF Verification 22-03-S01 | 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 | TET | Telephone number of sampler | |
Laboratory sample identification | D79015 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 708117 | 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 |
---|---|---|---|
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 | Untreated Sized Aggregate Stockpile | |
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: 2022-03-21-65
DIME Test ID: 2022-03-21-65-1
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: 2022-06-14
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: Khue Yang
Date of test: 03/23/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1249.6 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
8.0 grams | 99.4 % | |||||
605 grams | 51.6 % | |||||
990.0 grams | 20.8 % | |||||
218.8 grams | 3.3 % | |||||
232.1 grams | 2.2 % | |||||
238.5 grams | 1.7 % | |||||
242.7 grams | 1.4 % | |||||
246.1 grams | 1.1 % | |||||
248.9 grams | 0.86 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/14/2022 ✔