Summary for Test 2024-09-09-106-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000259
DEA: 050N74V4
EFIS: 0522000043
DIST-CO-RTE-PM05-SB-101-9.2/9.7
Award Date02/08/2024
Closeout DateNot set
Work DescriptionNot set
Location DescriptionFOR 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 Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key106
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 testing09/09/2024
Sample typeQuality Control A brief description of the sampleQC aggregate sampling
The quantity of what the sample constitutes27 CY From where was the sample collectedFabricator
First name of sampler or witnessed byJason Last name of sampler or witnessed byAllen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKIE- CON Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-07-0003
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberK5065-23137 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