Summary for Test 2025-08-20-44-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000901
DEA: 061G8004
EFIS: 0624000167
DIST-CO-RTE-PM06-KER-99-R29.4/33.1
Award Date03/27/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE
QA Service Level1 (Verified on 01/22/2025)

Sample Information

Sample Taken Date08/20/2025 Sample Unique Key44
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 testing08/21/2025
Sample typeAcceptance A brief description of the sample3/4" HMA (Type A) with Rap
The quantity of what the sample constitutesL1SL9 From where was the sample collectedSource
First name of sampler or witnessed byQC Last name of sampler or witnessed byG3
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification 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 Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0068::GRIFFITH COMPANY
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 collectedHMA Plant Cold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number24-J-013 Lot number1
Sublot number9 Aggregate Mix Number

Test Details

DIME Sample ID: 2025-08-20-44
DIME Test ID: 2025-08-20-44-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-08-21

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?: Yes
Input Type: Calculated
Tester's full name: Neale
Date of test: 08/21/2025
Cumulative Percent Passing
100 %
100 %
100 %
100 %
85 %
67 %
50 %
37 %
27 %
19 %
13 %
9 %
5.5 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1G8004_37014_250820_L1SL9_Gradationpdf116.04 KB08/21/20252025-08-20-44-2   Info

Test was verified on 8/21/2025