Summary for Test 2024-03-26-25-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date03/26/2024 Sample Unique Key25
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 testing03/26/2024
Sample typeAcceptance A brief description of the sample3/4" HMA -A PG 64-10
The quantity of what the sample constitutesL6SL24 From where was the sample collectedSupplier
First name of sampler or witnessed byNeale Last name of sampler or witnessed byBrown
Title of samplerConsultant Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePorterville Rock and Recycle PAI 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)0613000005
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number6
Sublot number24 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-03-26-25
DIME Test ID: 2024-03-26-25-2
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: 2024-03-26

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: Measured
Tester's full name: Neale Brown
Date of test: 03/26/2024
Cumulative Mass RetainedCumulative Percent Passing
5616 grams
0.0 grams100 %
0.0 grams100 %
59.0 grams99 %
1467.0 grams74 %
1962.0 grams65 %
2876.0 grams49 %
319.8 grams
85.9 grams36 %
160.0 grams24 %
211.0 grams17 %
248.7 grams11 %
271.4 grams7 %
282.0 grams5.8 %
282.3 grams
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37043_240326_L6SL24_T027_HMApdf116.86 KB03/26/20242024-03-26-25-2   Info

Test was verified on 3/26/2024