Summary for Test 2024-05-21-96-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date05/21/2024 Sample Unique Key96
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 testing05/21/2024
Sample typeAcceptance A brief description of the sample3/4" Coldfeed
The quantity of what the sample constitutes1 Bag of Aggregate From where was the sample collectedSource
First name of sampler or witnessed byJerid Last name of sampler or witnessed byKupelian
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification0018 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand & Gravel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 collectedSample Device at Plant
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 Number

Test Details

DIME Sample ID: 2024-05-21-96
DIME Test ID: 2024-05-21-96-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-05-21

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Jerid Kupelian
Date of test: 05/21/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
2349 grams
0 grams0 %100 %
0 grams0 %100 %
0 grams0 %100 %
36.9 grams0.2 %99 %
166.1 grams-5.1 %88 %
361.8 grams-5.1 %79 %
728 grams-6.5 %63 %
1012.3 grams-3 %54 %
1303.3 grams-2.4 %42 %
1548 grams-2.4 %32 %
1768.9 grams-2.7 %22 %
1962.4 grams-2.5 %14 %
2111.1 grams-2.1 %8 %
2182.2 grams
General comments (publicly viewable) (Max 1000 characters): CF-R86 RAP

Test was verified on 6/4/2024