Summary for Test 2023-07-19-38-1

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 Date07/19/2023 Sample Unique Key38
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 testing07/19/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A 15%RAP PG64-10
The quantity of what the sample constitutes252 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byDoug Last name of sampler or witnessed byRuff
Title of samplerConsultant Tester Telephone number of sampler5596470032
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePorterville Asphalt & Rock PAI Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameNB TUL 99 N of Ave 264 Tagus

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Unkown
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 collectedPorterville Asphalt Inc
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number3
Sublot number36 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-07-19-38
DIME Test ID: 2023-07-19-38-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-28

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?: No
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 07/19/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37043_230719_L3SL36_SA-T027pdf120.06 KB07/28/20232023-07-19-38-1   Info

Test was verified on 7/28/2023