Summary for Test 2023-10-06-38-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
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DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
Award Date | 05/25/2023 |
Closeout Date | 04/11/2024 |
Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 10/06/2023 | Sample Unique Key | 38 |
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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 | 10/06/2023 |
Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/8-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 | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79367F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824487 |
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) | 91-45-0017::Fawndale Rock Quarry (Redding, CA) |
---|---|---|---|
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 | 3/8 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-10-06-38
DIME Test ID: 2023-10-06-38-1
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: 2023-10-17
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: Colt Sweeny
Date of test: 10/16/2023
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 0 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 95 %
Cumulative percent passing the #4 sieve: 61 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.9 %
General comments (publicly viewable) (Max 1000 characters): CT 384: Combined at 75.0% Virgin Aggregate from Cold Feed and 25.0% Reclaimed Aggregate from RAP;
P½″=100.%,
P⅜″=95%,
P№4=61%,
P№8=37%,
P№30=15%,
P№200=4.9%
Test was verified on 10/17/2023 ✔