Summary for Test 2023-08-24-37-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 995017
DEA: 09392604
EFIS: 0922000035
DIST-CO-RTE-PM09--14-35.5/37.1
Award Date04/11/2023
Closeout Date10/10/2023
Work DescriptionCold plane AC pavement and place RHMA-G.
Location DescriptionIN KERN COUNTY ABOUT 19 MILES EAST OF MOJAVE FROM ROGERS ROAD TO 0.5 MILE EAST OF REDROCK RANDSBURG ROAD.
QA Service Level1 (Verified on 08/16/2023)

Sample Information

Sample Taken Date08/24/2023 Sample Unique Key37
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 testing08/25/2023
Sample typeDepartment Acceptance A brief description of the sample1 Bag of RHMA-G Coldfeed
The quantity of what the sample constitutes6000 - 6750 Tons From where was the sample collectedSource
First name of sampler or witnessed byFred Last name of sampler or witnessed byHartman
Title of samplerTET Telephone number of sampler7609203898
Laboratory sample identificationRHMA-G CF-08 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston 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)91-15-0068
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 Hot Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-24-37
DIME Test ID: 2023-08-24-37-2
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: 2023-08-30

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: 08/29/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 38 %
Cumulative percent passing the #8 sieve: 20 %
Cumulative percent passing the #16 sieve: 14 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.1 %
General comments (publicly viewable) (Max 1000 characters): RHMA-G CF-08

Test was verified on 8/30/2023