Summary for Test 2025-09-16-34-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000963
DEA: 09398504
EFIS: 0924000059
DIST-CO-RTE-PM09-MNO-395-R44.6/50.7
Award Date04/10/2025
Closeout Date10/31/2025
Work DescriptionASPHALTIC EMULSION (FOG SEAL COAT) & PRECOATED AGGREGATE (SEAL COAT).
Location DescriptionMONO COUNTY NEAR LEE VINING FROM 0.3 MILE SOUTH OF OLD WEST PORTAL ROAD TO 0.2 MILE SOUTH OF UTILITY ROAD
QA Service Level1 (Verified on 04/09/2025)

Sample Information

Sample Taken Date09/16/2025 Sample Unique Key34
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 testing09/17/2025
Sample typeQuality Assurance A brief description of the sample3/8" Pre Coated Chips
The quantity of what the sample constitutes4400 tons From where was the sample collectedJob Site
First name of sampler or witnessed byJeff Last name of sampler or witnessed byPuente
Title of sampler Telephone number of sampler
Laboratory sample identificationCH-06 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Lee Vining Plant 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)00-00-0000
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 collectedstock pile
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: 2025-09-16-34
DIME Test ID: 2025-09-16-34-1
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: 2025-09-19

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?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 09/18/2025
Cumulative Mass RetainedCumulative Percent Passing
1209.1 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
47.2 grams96 %
286.8 grams76 %
1131.3 grams6 %
1172.4 grams3 %
1175.8 grams3 %
1178.9 grams2 %
1180.9 grams2 %
1188.8 grams2 %
1197.4 grams1 %
1202.5 grams
General comments (publicly viewable) (Max 1000 characters): CH-06

Test was verified on 9/19/2025