Summary for Test 2020-09-03-6-4

Test performed: CTM 205-December 2010

Project Information

Project IdentifiersProject ID: 7428
DEA: 07215944
EFIS: 0700001834
DIST-CO-RTE-PM07-LA-5-4.0/5.9
Award Date08/23/2012
Closeout Date07/02/2021
Work DescriptionRECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location DescriptionLOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 11/07/2012)

Sample Information

Sample Taken Date09/03/2020 Sample Unique Key6
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 testing09/04/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A R15 0.50% LAS
The quantity of what the sample constitutes4 Bags Coldfeed Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byWarrick
Title of sampler Telephone number of sampler
Laboratory sample identification0525A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials 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)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number220805A IRW VAL A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID

Test Details

DIME Sample ID: 2020-09-03-6
DIME Test ID: 2020-09-03-6-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2020-09-17

Test Results


Will you be using 1/4 in. x No. 4 sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 09/10/2020
Percent Coarse Crushed:98 %
Percent Fine Crushed:100 %
General comments (publicly viewable) (Max 1000 characters): 1 Face Crushed is 98% and 2 Face Crushed is 97%

Test was verified on 9/17/2020