Summary for Test 2023-03-03-39-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
Award Date03/01/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date03/03/2023 Sample Unique Key39
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 testing03/03/2023
Sample typeDepartment Acceptance A brief description of the sampleAsphalt Aggregates
The quantity of what the sample constitutes50 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byTom Last name of sampler or witnessed byCromwell
Title of sampler Telephone number of sampler8056991626
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Santa Paula 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)91-56-0034
The fabricator's/manufacturer's product name for the sample13762 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedHMA Plant Cold Feed Conveyor
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 number13 Aggregate Mix Number13762

Test Details

DIME Sample ID: 2023-03-03-39
DIME Test ID: 2023-03-03-39-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-20

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: Calculated
Tester's full name: Dorell Harper
Date of test: 03/07/2023
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: 83 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/20/2023