Summary for Test 2023-07-24-112-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
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DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
Award Date | 01/04/2023 |
Closeout Date | 04/11/2024 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
Sample Taken Date | 07/24/2023 | Sample Unique Key | 112 |
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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 | 07/18/2023 |
Sample type | Production Start-Up | A brief description of the sample | Mathematically Combined Lime Treated 1/2-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 | Dawn | Last name of sampler or witnessed by | Sloaterman |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79302F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858038 |
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) | 91-18-0008::Ward Lake Pit (Litchfield, 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 | Mathematically Combined Gradation per CT 384 | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-07-24-112
DIME Test ID: 2023-07-24-112-1
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: 2023-12-14
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 12/14/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 52 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.6 %
General comments (publicly viewable) (Max 1000 characters): Mathematically combined per CT 384 at 75.0% virgin aggregate from cold feed and 25.0% reclaimed aggregate from RAP:
P¾″=100.%,
P½″=97%,
P⅜″=82%,
P№4=52%,
P№8=34%,
P№30=16%,
P№200=5.6%
Test was verified on 12/14/2023 ✔