Test 2019-01-22-7-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Sample Information
Sample Taken Date1/22/2019 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeAggregate Prequalification Program A brief description of the sample1x4 concrete aggregates
The quantity of what the sample constitutes8, 40 pound bags From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byJosh Rider
Title of samplerQC Technician Laboratory sample identification8463
The fabricator/manufacturer/facility nameVulcan San Bernardino 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)91-36-0137::CAJON CREEK
The fabricator's/manufacturer's product name for the sample1x4 concrete aggregate The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedfrom the shipping face of the 1x4 stockpile at Vulcan Materials Company San Bernardino plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2019-01-22-7
DIME Test ID: 2019-01-22-7-1
Testing Lab: Vulcan Materials Company - Irwindale
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-05-20
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: Ron Longazo
Date of test: 01/24/2019
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:97 %
Cumulative percent passing the 3/4 in. sieve:79 %
Cumulative percent passing the 1/2 in. sieve:40 %
Cumulative percent passing the 3/8 in. sieve:12 %
Cumulative percent passing the #4 sieve:5 %
Cumulative percent passing the #8 sieve:3 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 05/20/2019