Summary for Test 2024-07-12-33-3

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994412
DEA: 06442564
EFIS: 0620000053
COOP: 061774
DIST-CO-RTE-PM06-KER,-46-26.1/30.2
Award Date07/17/2023
Closeout Date05/09/2025
Work DescriptionCONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location DescriptionKERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
QA Service Level1 (Verified on 08/21/2023)

Sample Information

Sample Taken Date07/12/2024 Sample Unique Key33
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 testing07/12/2024
Sample typeAcceptance A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutesL1SL136 From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byKlinker
Title of samplerplant inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari 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)91-15-0114
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 number Lot number1
Sublot number136 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-07-12-33
DIME Test ID: 2024-07-12-33-3
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: 2024-07-15

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 Brown
Date of test: 07/12/2024
Cumulative Percent Passing
%
100 %
100 %
99 %
81 %
72 %
53 %
39 %
29 %
21 %
13 %
7 %
4.6 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-442564_37037_240712_L1SL136_HMAGradation_T11T27T176pdf116.04 KB07/15/20242024-07-12-33-3   Info

Test was verified on 7/15/2024