Summary for Test 2022-12-08-46-4

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993649
DEA: 081M0304
EFIS: 0821000062
DIST-CO-RTE-PM08-RIV-177-0.0/27.0
Award Date05/23/2022
Closeout Date03/27/2023
Work DescriptionPLACE RUBBERIZED HMA, TRAFFIC STRIPING & COLD PLANE ASPHALT CONCRETE.
Location DescriptionRIVERSIDE COUNTY NEAR DESERT CENTER FROM ROUTE 10/177 SEPARATION TO ROUTE 62
QA Service Level1 (Verified on 07/27/2022)

Sample Information

Sample Taken Date12/08/2022 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 testing12/08/2022
Sample typeDepartment Acceptance A brief description of the sample1/2" RHMA-G-SP PG64-16 MIX: 41218080
The quantity of what the sample constitutes437.0 Tons Out From where was the sample collectedManufacturer
First name of sampler or witnessed byHector Last name of sampler or witnessed byQC Martin Marietta
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marietta - Coachella Plant 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)91-33-0084
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBatch Plant Hot Bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-08-46
DIME Test ID: 2022-12-08-46-4
Testing Lab: CT D08 - Blythe Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-01-12

Test Results


What type of gradation is being tested?: Fine Aggregate
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: B. Martinez
Date of test: 12/10/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 71 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/12/2023