Summary for Test 2020-05-19-37-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214605
DEA: 051K7904
EFIS: 0519000026
DIST-CO-RTE-PM05-SB-166-R51.1/55.0
Award Date02/26/2020
Closeout Date08/23/2021
Work DescriptionCOLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location DescriptionSANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
QA Service Level1 (Verified on 04/08/2020)

Sample Information

Sample Taken Date05/19/2020 Sample Unique Key37
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 testing05/13/2020
Sample typeVerification A brief description of the sampleBags of Treated and Untreated Agg
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byHistorical Last name of sampler or witnessed byValues
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Garey 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)91-42-0014
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedAt the Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-203

Test Details

DIME Sample ID: 2020-05-19-37
DIME Test ID: 2020-05-19-37-2
Testing Lab: CT D05 - Field 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: 2020-09-18

Test Results


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

Test was verified on 9/18/2020