Summary for Test 2022-08-15-34-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993697 DEA: 022J4504 |
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DIST-CO-RTE-PM | 02-TEH-36-56.0/R60.5 |
Award Date | 06/09/2022 |
Closeout Date | 10/06/2022 |
Work Description | PLACE HMA (TYPE A) AND REPLACE AC SURFACING. |
Location Description | TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE |
QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
Sample Taken Date | 08/15/2022 | Sample Unique Key | 34 |
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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 | 08/15/2022 |
Sample type | Department Acceptance | A brief description of the sample | Combined Lime Treated 3/4-inch Type A 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 | JD | Last name of sampler or witnessed by | . |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79129F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Knife River Construction – Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 857903 |
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) | 91-11-0007::Orland Plant |
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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 | Mathematically Combined Gradation per CT 384 | |
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: 2022-08-15-34
DIME Test ID: 2022-08-15-34-1
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: 2022-08-22
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: Calculated
Tester's full name: Ward Jenkins
Date of test: 08/22/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): 85.0% Virgin Aggregate, 15.0% Reclaimed Aggregate.
Test was verified on 8/22/2022 ✔