Test 2020-07-24-18-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Sample Information
Sample Taken Date7/24/2020 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 testing7/27/2020
Sample typeVerification A brief description of the sampleBags of Treated and Untreated
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed bySal Last name of sampler or witnessed byLopez
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSPM Templeton 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)91-10-0006
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 Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-171
Test Details
DIME Sample ID: 2020-07-24-18
DIME Test ID: 2020-07-24-18-2
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: 2020-07-31
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: 07/27/2020
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/31/2020