Summary for Test 2025-05-13-2-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 995239
DEA: 060W9104
EFIS: 0618000011
DIST-CO-RTE-PM06-TUL-99-27.6/30.6
Award Date09/17/2024
Closeout Date05/20/2026
Work DescriptionHMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M).
Location DescriptionTULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING.
QA Service Level1 (Verified on 10/14/2024)

Sample Information

Sample Taken Date05/13/2025 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing05/13/2025 Sample typeQuality Assurance
A brief description of the sampleHMA Type A The quantity of what the sample constitutes2 Bags Agg + 1 Bag Rap
From where was the sample collectedSource First name of sampler or witnessed byMartika
Last name of sampler or witnessed byHall Title of samplerJET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMMV - Visalia
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)91-54-0038
The fabricator's/manufacturer's product name for the sample53S125-2401 (7709) The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSample Chute
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number20 Aggregate Mix Number25J003

Test Details

DIME Sample ID: 2025-05-13-2
DIME Test ID: 2025-05-13-2-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-05-13

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: Calculated
Tester's full name: Alexander David
Date of test: 05/13/2025
Cumulative Percent Passing
%
100 %
100 %
100 %
88 %
72 %
51 %
34 %
23 %
16 %
11 %
7 %
6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2025 ✔