Test 2019-06-10-15-5 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213388
DEA: 120N3004
EFIS: 1213000194
DIST-CO-RTE-PM12-ORA-241-18.3/18.7
Work DescriptionRAMP REALIGNMENT, PAVING, AND RE-STRIPING.
Location DescriptionORANGE COUNTY IN RANCHO SANTA MARGARITA FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF SANTA MARGARITA PARKWAY OVERCROSSING
Sample Information
Sample Taken Date6/10/2019 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 testing6/11/2019
Sample typePer Request A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byCuong Last name of sampler or witnessed byDo
Title of samplerTET Laboratory sample identification8608
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) Number8608
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)Unknown
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 collectedStockpile
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 HMA Design ID
Test Details
DIME Sample ID: 2019-06-10-15
DIME Test ID: 2019-06-10-15-5
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-07-03
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Kiet Phan
Date of test: 06/12/2019
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:97 %
Cumulative percent passing the 1/2 in. sieve:82 %
Cumulative percent passing the 3/8 in. sieve:73 %
Cumulative percent passing the #4 sieve:44 %
Cumulative percent passing the #8 sieve:42 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019