Summary for Test 2020-06-12-13-2

Test performed: AASHTO T335-09r13

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 Date06/12/2020 Sample Unique Key13
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 testing06/19/2020
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP R12 0.75% LAS
The quantity of what the sample constitutes4 Bags Combined Agg. & 2 Bags Rap 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 identification0356A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson 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::CABAZON QUARRY
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberCHP-62D Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-12-13
DIME Test ID: 2020-06-12-13-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-06-25

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/25/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 92 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2020