Summary for Test 2022-09-16-48-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993418
DEA: 07324404
EFIS: 0716000077
DIST-CO-RTE-PM07-LA-22-0.0/1.5
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE RHMA-G AND MODIFY SIGNAL AND LIGHTING SYSTEM.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH FROM ROUTE 1 TO SAN GABRIEL RIVER UNDERCROSSING
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date09/16/2022 Sample Unique Key48
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 testing09/20/2022
Sample typeDepartment Acceptance A brief description of the sample3/4 HMA AGGREGATE
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byGERRY Last name of sampler or witnessed byZubieta
Title of samplerTEC Telephone number of sampler
Laboratory sample identification7756 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSULLY MILLER IRWINDALE Transportation Laboratory (TL) NumberC-924277
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)91-19-0052
The fabricator's/manufacturer's product name for the sample3/4 HMA A 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 sampledHMA MAT Primary Aggregate Nominal Size3/4 inch
The concrete mix design number300072 LTR Lot number1
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-16-48
DIME Test ID: 2022-09-16-48-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-10-17

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?: No
Input Type: Calculated
Tester's full name: Gerardo Zubieta
Date of test: 09/26/2022
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 39 %
Cumulative percent passing the #8 sieve: 20 %
Cumulative percent passing the #16 sieve: 15 %
Cumulative percent passing the #30 sieve: 11 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 1.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/17/2022