Summary for Test 2023-04-19-15-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994400
DEA: 09378904
EFIS: 0919000003
DIST-CO-RTE-PM09-KER-14-46.2/52.8
Award Date01/06/2023
Closeout Date12/27/2023
Work DescriptionRHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location DescriptionKERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
QA Service Level1 (Verified on 05/30/2023)

Sample Information

Sample Taken Date04/19/2023 Sample Unique Key15
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 testing04/20/2023
Sample typeVerification A brief description of the sample3/4" RHMA-G Stockpile Samples
The quantity of what the sample constitutes12 bags From where was the sample collectedSource
First name of sampler or witnessed byG3 Last name of sampler or witnessed byQC
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification2931 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston-Lebec 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 collectedStockpiles in Pit
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: 2023-04-19-15
DIME Test ID: 2023-04-19-15-2
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: 2023-04-20

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: Measured
Tester's full name: Derek Carrington
Date of test: 04/20/2023
Cumulative Mass RetainedCumulative Percent Passing
5437 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
196.6 grams96 %
919.0 grams83 %
1896.0 grams65 %
3747.4 grams31 %
394.6 grams
207.1 grams15 %
269.8 grams10 %
305.0 grams7 %
329.7 grams5 %
348.1 grams4 %
362.7 grams2.5 %
365.3 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/20/2023