Summary for Test 2022-03-10-26-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215609
DEA: 074W9404
EFIS: 0720000196
DIST-CO-RTE-PM07-LA-101-0.0/1.0
Award Date05/06/2021
Closeout Date07/14/2022
Work DescriptionCOLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date03/10/2022 Sample Unique Key26
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 testing03/11/2022
Sample typeAcceptance A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes400 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Material-Irwindale Transportation Laboratory (TL) Number0310A2
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 UNITED ROCK CORPORATION OLIVE PIT MINE
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G WMA The fabricator/manufacturer designation for the sampleMix 300191
The plant numberIrwindale A detailed description of where the material sample was collectedbelt cut
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-10-26
DIME Test ID: 2022-03-10-26-1
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: 2022-04-07

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: Measured
Tester's full name: A.Truong
Date of test: 03/11/2022
Cumulative Mass RetainedCumulative Percent Passing
3387.6 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
136.1 grams96 %
420.3 grams87.6 %
2077.3 grams38.7 %
164.2 grams22.5 %
211.5 grams17.8 %
262.5 grams12.8 %
321.6 grams6.9 %
359.5 grams3.2 %
373.5 grams1.78 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2022