Summary for Test 2020-07-01-24-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214924
DEA: 080M9004
EFIS: 0812000248
COOP: 081695
DIST-CO-RTE-PM08-RIV-111-18.0/19.0
Award DateNot set
Closeout DateNot set
Work DescriptionThe purpose of the project is to provide a grade separated crossing over the existing UPRR, SR-111 and Hammond Road in the Mecca Community that will provide the following benefits: provide a secondary access point to the Community of Mecca.
Location DescriptionThe project is in Riverside County from 0.47 miles east of State Route 86 to 0.45 miles west of Johnson Street.
QA Service Level2 (Verified on 04/22/2020)

Sample Information

Sample Taken Date07/01/2020 Sample Unique Key24
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 testing07/13/2020
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP 0.50% LAS Aggregate
The quantity of what the sample constitutes3 Bags Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Cabazon Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0429G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMatich-Cabazon 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)91-33-0008, 91-36-0040
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant numberCHP 68E A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-01-24
DIME Test ID: 2020-07-01-24-1
Testing Lab: CT D08 - Fontana 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: 2020-07-21

Test Results


What type of gradation is being tested?: Combined 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: Satish Jain, Sebastian Ferrer
Date of test: 07/14/2020
Cumulative percent passing the 2 in. sieve: 100 %
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 36 %
Cumulative percent passing the #8 sieve: 21 %
Cumulative percent passing the #16 sieve: 14 %
Cumulative percent passing the #30 sieve: 9 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.7 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Gradation

Test was verified on 7/21/2020