Summary for Test 2020-04-23-18-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214591
DEA: 051M2704
EFIS: 0519000089
DIST-CO-RTE-PM05-SB-150-0.0/2.2
Award Date02/14/2020
Closeout Date08/23/2021
Work DescriptionRHMA OVERLAY, FULL WIDTH SEGMENT CORRECTION AND COLD PLANE AC.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR CARPINTERIA FROM ROUTE 101/150 SEPARATION TO VENTURA COUNTY LINE
QA Service Level1 (Verified on 05/29/2020)

Sample Information

Sample Taken Date04/23/2020 Sample Unique Key18
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 testing05/07/2020
Sample typeVerification A brief description of the sampleVirgin and LSM aggregates
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Last name of sampler or witnessed byBennet
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Saticoy 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)91-19-0035::FISH CANYON 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 collectedAt the 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-23-18
DIME Test ID: 2020-04-23-18-2
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-05-22

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 05/19/2020
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/22/2020