Summary for Test 2021-05-21-28-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214131
DEA: 080N69U4
EFIS: 0812000307
COOP: 081635
DIST-CO-RTE-PM08-RIV-60-22.1/22.6
Award Date05/01/2019
Closeout DateNot set
Work DescriptionImproving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages.
Location DescriptionR-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively.
QA Service Level2 (Verified on 04/30/2019)

Sample Information

Sample Taken Date05/21/2021 Sample Unique Key28
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 testing06/22/2021
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt - Perris Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0381G-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Perris 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)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number106835 A detailed description of where the material sample was collectedBelt Cut at All American Perris 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 JMF Verification ID

Test Details

DIME Sample ID: 2021-05-21-28
DIME Test ID: 2021-05-21-28-1
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: 2021-07-07

Test Results


What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Sebastian Ferrer
Date of test: 06/28/2021
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:96 %
Cumulative percent passing the 1/2 in. sieve:83 %
Cumulative percent passing the 3/8 in. sieve:68 %
Cumulative percent passing the #4 sieve:31 %
Cumulative percent passing the #8 sieve:16 %
Cumulative percent passing the #16 sieve:11 %
Cumulative percent passing the #30 sieve:8 %
Cumulative percent passing the #50 sieve:6 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:3.3 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation

Test was verified on 7/7/2021