Summary for Test 2023-08-10-46-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994780
DEA: 070W3304
EFIS: 0721000265
DIST-CO-RTE-PM07-LA-10-19.5/29.5
Award Date03/13/2023
Closeout Date03/14/2025
Work DescriptionLOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE
Location DescriptionDIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY,
QA Service Level1 (Verified on 06/07/2023)

Sample Information

Sample Taken Date08/10/2023 Sample Unique Key46
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 testing08/14/2023
Sample typeDepartment Acceptance A brief description of the sample3/4 RHMA-G
The quantity of what the sample constitutes550 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 nameVulcan Irwindale Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0035
The fabricator's/manufacturer's product name for the sampleMix 3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant numberIrwindale A detailed description of where the material sample was collectedBelt Discharge
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number226108M IRW LTR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-10-46
DIME Test ID: 2023-08-10-46-1
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: 2023-08-29

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?: Yes
Input Type: Measured
Tester's full name: Victor Pham
Date of test: 08/14/2023
Cumulative Mass RetainedCumulative Percent Passing
5636.0 grams
grams %
0.0 grams100 %
0.0 grams100 %
252.0 grams96 %
1053.0 grams81 %
1672.0 grams70 %
3368.0 grams40 %
371 grams
120.0 grams27 %
180.0 grams21 %
244.0 grams14 %
299.0 grams8 %
328.0 grams5 %
340.0 grams3.3 %
341.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/29/2023