Summary for Test 2025-09-18-35-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000962
DEA: 09398404
EFIS: 0924000045
DIST-CO-RTE-PM09-INY-395-T122.0/R129.5
Award Date05/14/2025
Closeout Date10/31/2025
Work DescriptionASPHALTIC EMULSION (FOG SEAL COAT) & PRECOATED AGGREGATE (SEAL COAT).
Location DescriptionINYO COUNTY IN AND NEAR MESA FROM 0.4 MILE SOUTH OF PLEASANT VALLEY DAM ROAD TO 1.3 MILES NORTH OF GORGE ROAD
QA Service Level1 (Verified on 04/09/2025)

Sample Information

Sample Taken Date09/18/2025 Sample Unique Key35
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 testing09/19/2025
Sample typeQuality Assurance A brief description of the sampleChip Seal
The quantity of what the sample constitutes1 bag of 3/8" Chips From where was the sample collectedSource
First name of sampler or witnessed byJeff Last name of sampler or witnessed byPuente
Title of sampler Telephone number of sampler
Laboratory sample identificationCH-02 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Five Bridges 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)00-000-000
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 at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-09-18-35
DIME Test ID: 2025-09-18-35-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-10-01

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?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 10/01/2025
Cumulative Mass RetainedCumulative Percent Passing
1169.3 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
36.2 grams97 %
268.4 grams77 %
1041.2 grams11 %
1127.5 grams4 %
1134.5 grams3 %
1141.4 grams2 %
1149.3 grams2 %
1151.1 grams2 %
1158.3 grams0.9 %
1160.9 grams
General comments (publicly viewable) (Max 1000 characters): CH-02

Test was verified on 10/1/2025