Summary for Test 2023-10-27-7-1

Test performed: AASHTO T27-14

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 Date10/27/2023 Sample Unique Key7
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 testing10/30/2023
Sample typeAcceptance A brief description of the sample3/4 CF & RAP
The quantity of what the sample constitutes1 Bag of Coldfeed & RAP 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 identificationCF-R63 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and 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: 2023-10-27-7
DIME Test ID: 2023-10-27-7-1
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: 2023-11-02

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?: Yes
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 11/02/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 94 %
Cumulative percent passing the 1/2 in. sieve: 77 %
Cumulative percent passing the 3/8 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters): CF-R63

Test was verified on 11/2/2023