Summary for Test 2023-06-19-62-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994936
DEA: 051P1604
EFIS: 0521000179
DIST-CO-RTE-PM05---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/28/2023)

Sample Information

Sample Taken Date06/19/2023 Sample Unique Key62
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 testing06/19/2023
Sample typeDepartment Acceptance A brief description of the sample1/2 aggregate
The quantity of what the sample constitutes216 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byisaac Last name of sampler or witnessed bylarey-chezem
Title of samplerTET Telephone number of sampler8052346493
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namesierra pacific Transportation Laboratory (TL) Number417
Inspector Lot Number from the Transportation Laboratory (TL) FormL1-SL1 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-0006
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 collectedPlant
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number2 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-06-19-62
DIME Test ID: 2023-06-19-62-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-12-13

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: isaac larey-chezem
Date of test: 06/19/2023
Cumulative Mass RetainedCumulative Percent Passing
2561.6 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
97.0 grams96 %
544.5 grams79 %
1804.8 grams30 %
509.8 grams
215.5 grams17 %
330.9 grams11 %
395.2 grams7 %
432.5 grams5 %
454.3 grams3 %
472.5 grams2.2 %
475.5 grams
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
05-1P1604_37000.1_230619_ILC_L-1_SL-1_ 1-2 RHMA -xlsx25.06 KB08/08/20232023-06-19-62-1   Info

Test was verified on 12/13/2024