Summary for Test 2024-09-09-106-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043 |
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DIST-CO-RTE-PM | 05-SB-101-9.2/9.7 |
Award Date | 02/08/2024 |
Closeout Date | Not set |
Work Description | Not set |
Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
Sample Taken Date | 09/09/2024 | Sample Unique Key | 106 |
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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 | 09/09/2024 |
Sample type | Quality Control | A brief description of the sample | QC aggregate sampling |
The quantity of what the sample constitutes | 27 CY | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Allen |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | KIE- CON | Transportation Laboratory (TL) Number | |
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) | 91-07-0003 |
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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 | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
The concrete mix design number | K5065-23137 | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-09-09-106
DIME Test ID: 2024-09-09-106-1
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-10-09
Test Results
What type of gradation is being tested?: Fine Aggregate
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: Jason Allen
Date of test: 09/09/2024
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99.5 %
Cumulative percent passing the #8 sieve: 80 %
Cumulative percent passing the #16 sieve: 57.5 %
Cumulative percent passing the #30 sieve: 40.1 %
Cumulative percent passing the #50 sieve: 22.8 %
Cumulative percent passing the #100 sieve: 8.1 %
Cumulative percent passing the #200 sieve: 0.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/9/2024 ✔