Summary for Test 2025-11-08-17-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000274
DEA: 041X2804
EFIS: 0424000295
DIST-CO-RTE-PM04-ALA-84-11.2 or 15.5
Award DateNot set
Closeout DateNot set
Work DescriptionRepair Slip Out
Location DescriptionNiles Canyon
QA Service Level1 (Verified on 05/10/2024)

Sample Information

Sample Taken Date11/08/2025 Sample Unique Key17
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 testing11/10/2025
Sample typeQuality Assurance A brief description of the sample3/4-inch HMA-SP Type A
The quantity of what the sample constitutes750 Tons From where was the sample collectedSource
First name of sampler or witnessed byEddie Last name of sampler or witnessed byDike
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-01-0010
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 collectedPlant Sampler
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number220304

Test Details

DIME Sample ID: 2025-11-08-17
DIME Test ID: 2025-11-08-17-1
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-11-18

Test Results


What type of gradation is being tested?: Combined 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: Robert Lohman
Date of test: 11/17/2025
Cumulative Percent Passing
100 %
100 %
100 %
99 %
84 %
71 %
47 %
27 %
18 %
14 %
9 %
6 %
4 %
General comments (publicly viewable) (Max 1000 characters): Sample #1

Test was verified on 11/18/2025