Summary for Test 2025-10-01-18-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000850
DEA: 061G8204
EFIS: 0624000169
DIST-CO-RTE-PM06-FRE-33-46.8/47.4,53.4/61.4
Award Date04/01/2025
Closeout DateNot set
Work DescriptionPARTIAL DEPTH RECYCLING AND HMA.
Location DescriptionFRESNO COUNTY IN AND NEAR MENDOTA FROM 0.4 MILE NORTH OF KAMM AVENUE TO MOUNTAIN VIEW AVENUE AND FROM ADAMS AVENUE TO BELMONT AVENUE
QA Service Level1 (Verified on 12/16/2024)

Sample Information

Sample Taken Date10/01/2025 Sample Unique Key18
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 testing10/01/2025
Sample typeAcceptance A brief description of the samplePDR GRINDINGS
The quantity of what the sample constitutes1 BAG PDR GRINDINGS From where was the sample collectedJob Site
First name of sampler or witnessed byFrank Last name of sampler or witnessed byAlas-Arteaga
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Rock 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)0
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 collectedLOT 11 STATION 266+80
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-10-01-18
DIME Test ID: 2025-10-01-18-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-10-02

Test Results


What type of gradation is being tested?: 1 in. x No. 4 - Coarse 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: Measured
Tester's full name: Tomas Silva
Date of test: 10/01/2025
Cumulative Mass RetainedCumulative Percent Passing
10260.0 grams
0.0 grams100 %
69.0 grams99 %
369.0 grams96 %
1613.0 grams84 %
2876.0 grams72 %
6217.0 grams39 %
0.0 grams100 %
0 grams
General comments (publicly viewable) (Max 1000 characters): 100% passing the 1 1/4" sieve

Test was verified on 10/2/2025