Summary for Test 2019-11-12-15-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213738
DEA: 07303504
EFIS: 0714000007
DIST-CO-RTE-PM07-VEN-23-0.0/R3.3
Award Date01/09/2019
Closeout Date11/02/2020
Work DescriptionCOLD PLANE & OVERLAY ASPHALT CONCRETE PAVEMENT AND UPGRADE CURB RAMPS.
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS FROM CARLISLE ROAD TO ROUTE 101
QA Service Level1 (Verified on 11/02/2020)

Sample Information

Sample Taken Date11/12/2019 Sample Unique Key15
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 testing11/14/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesPSUE 6 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Sun Valley Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0685G-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSheldon, Boulevard, Big Rock 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, name of Pit or Job Site)91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample326120 SVA3 LTR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-11-12-15
DIME Test ID: 2019-11-12-15-2
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: 2020-05-07

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: Danilo Ferrer
Date of test: 11/15/2019
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: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2020