Test 2019-05-30-10-6 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date5/30/2019 Sample Unique Key10
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 testing5/30/2019
Sample typePer Request A brief description of the sampleClass 2 Agg Base
The quantity of what the sample constitutes4 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byEzz Last name of sampler or witnessed byGayed
Title of samplerResident Engineer Laboratory sample identification8602
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC 010076
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 collectedI-10 Median
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: 2019-05-30-10
DIME Test ID: 2019-05-30-10-6
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?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Danny Ferrer
Date of test: 05/30/2019
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
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:86 %
Cumulative percent passing the 3/8 in. sieve:79 %
Cumulative percent passing the #4 sieve:61 %
Cumulative percent passing the #8 sieve:49 %
Cumulative percent passing the #16 sieve:36 %
Cumulative percent passing the #30 sieve:25 %
Cumulative percent passing the #50 sieve:16 %
Cumulative percent passing the #100 sieve:10 %
Cumulative percent passing the #200 sieve:6.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019