Summary for Test 2019-07-01-13-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 211650
DEA: 07293504
EFIS: 0713000215
DIST-CO-RTE-PM07-LA-138-58.8/60.2
Award Date02/22/2017
Closeout Date03/26/2021
Work DescriptionWIDEN ROUTE 138 AND CONSTRUCT DRAINAGE FACILITIES.
Location DescriptionLOS ANGELES COUNTY AT PEARBLOSSOM 0.3 MILE WEST OF 121ST STREET TO LONGVIEW ROAD
QA Service Level1 (Verified on 09/12/2016)

Sample Information

Sample Taken Date07/01/2019 Sample Unique Key13
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 testing07/05/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSE 5 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Palmdale Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0406A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Palmdale Quarry 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 or name of Pit)Vulcan Palmdale
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831 PAL SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID

Test Details

DIME Sample ID: 2019-07-01-13
DIME Test ID: 2019-07-01-13-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-08-22

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Calculated
Tester's full name: Husni Ankir
Date of test: 07/07/2019
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:99 %
Cumulative percent passing the 1/2 in. sieve:82 %
Cumulative percent passing the 3/8 in. sieve:64 %
Cumulative percent passing the 1/4 in. sieve:64 %
Cumulative percent passing the #4 sieve:54 %
Cumulative percent passing the #8 sieve:37 %
Cumulative percent passing the #16 sieve:23 %
Cumulative percent passing the #30 sieve:15 %
Cumulative percent passing the #50 sieve:8 %
Cumulative percent passing the #100 sieve:3 %
Cumulative percent passing the #200 sieve:1.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019