Summary for Test 2019-08-07-11-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Award Date11/09/2018
Closeout Date09/15/2021
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date08/07/2019 Sample Unique Key11
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 testing08/08/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R12
The quantity of what the sample constitutesPSE 10 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Lytle Creek Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0473A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Lytle Creek 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)91-36-0040::LYTLE CREEK
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R12 The fabricator/manufacturer designation for the sampleLHP-62D
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Matich Lytle Creek Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID

Test Details

DIME Sample ID: 2019-08-07-11
DIME Test ID: 2019-08-07-11-2
Testing Lab: CT - 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: 2019-08-22

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: 08/14/2019
Weighted average percentage of fractured, coarse, 2 faced particles:94 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019