Summary for Test 2026-01-21-28-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date01/21/2026 Sample Unique Key28
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 testing01/21/2026
Sample typeAcceptance A brief description of the sample1348 1/2" Aggregate
The quantity of what the sample constitutes498 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKinedy Last name of sampler or witnessed byThomey
Title of samplerGranite QC Telephone number of sampler
Laboratory sample identification260121 L7SL2 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Arvin Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3857462

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0114
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number7
Sublot number2 Aggregate Mix Number

Test Details

DIME Sample ID: 2026-01-21-28
DIME Test ID: 2026-01-21-28-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-01-27

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: Measured
Tester's full name: Kyle Engen
Date of test: 01/22/2026
Cumulative Mass RetainedCumulative Percent Passing
3084.9 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
21.3 grams99 %
490.6 grams84 %
2062.8 grams33 %
488.8 grams
193.7 grams20 %
275.8 grams14 %
331.4 grams11 %
374.7 grams8 %
413.0 grams5 %
445.2 grams2.9 %
445.2 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/27/2026