Summary for Test 2022-03-17-22-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
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DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 03/17/2022 | Sample Unique Key | 22 |
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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 | 03/21/2022 |
Sample type | Annual Source Testing | A brief description of the sample | 3 bags of Untreated 5/8″ Sized Virgin Aggregate for use in 3/4-inch Type A HMA |
The quantity of what the sample constitutes | JMF Verification | 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 | D79009A | Linked DIME Sample ID | 2022-03-17-25 |
The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 708110 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0057::Shasta Ranch Aggregates |
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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 | Sized Untreated Aggregate Stockpile | |
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 | Not set |
Test Details
DIME Sample ID: 2022-03-17-22
DIME Test ID: 2022-03-17-22-1
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: 2022-04-18
Test Results
What type of gradation is being tested?: HMA Gradation
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: 03/22/2022
Total mass of material in the sample: 5291.5 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 24 grams
Cumulative mass retained on the 3/4 in. sieve: 24 grams
Cumulative mass retained on the 1/2 in. sieve: 1200 grams
Cumulative mass retained on the 3/8 in. sieve: 3910 grams
Cumulative mass retained on the 1/4 in. sieve: 5130 grams
Cumulative mass retained on the #4 sieve: 5171 grams
Cumulative mass retained on the #8 sieve: 32.8 grams
Cumulative mass retained on the #16 sieve: 46.7 grams
Cumulative mass retained on the #30 sieve: 54.9 grams
Cumulative mass retained on the #50 sieve: 62.9 grams
Cumulative mass retained on the #100 sieve: 71.8 grams
Cumulative mass retained on the #200 sieve: 80.5 grams
Cumulative mass retained on the pan: no data
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 99.5 %
Cumulative percent passing the 3/4 in. sieve: 99.5 %
Cumulative percent passing the 1/2 in. sieve: 77.3 %
Cumulative percent passing the 3/8 in. sieve: 26.1 %
Cumulative percent passing the 1/4 in. sieve: 3.1 %
Cumulative percent passing the #4 sieve: 2.3 %
Cumulative percent passing the #8 sieve: 1.7 %
Cumulative percent passing the #16 sieve: 1.4 %
Cumulative percent passing the #30 sieve: 1.3 %
Cumulative percent passing the #50 sieve: 1.1 %
Cumulative percent passing the #100 sieve: 0.9 %
Cumulative percent passing the #200 sieve: 0.76 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/18/2022 ✔