DIME - Test Summary

Summary for Test 2020-04-02-9-10

Test performed: CTM 202-November 2011

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Identifiers	Project ID: 209695 DEA: 08347704 EFIS: 0800000616
DIST-CO-RTE-PM	08-SBD-SR-58-0/12.9
Award Date	11/10/2017
Closeout Date	01/14/2021
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 Description	SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
QA Service Level	1 (Verified on 12/01/2017)

Sample Taken Date	04/02/2020	Sample Unique Key	9
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 testing	04/08/2020
Sample type	Verification	A brief description of the sample	3/4 HMA-A-SP R15 Aggregate/RAP
The quantity of what the sample constitutes	JMF 15 Bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Blue Diamond Materials Victorville	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0190A-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Blue Diamond Materials-Victorville	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-36-0106::WHITE MOUNTAIN QUARRY
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP R15	The fabricator/manufacturer designation for the sample	Unknown
The plant number	300154 LSM	A detailed description of where the material sample was collected	Belt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	Unknown	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2020-04-02-9

DIME Test ID: 2020-04-02-9-10

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2020-05-06

What size aggregate is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Larry Diaz

Date of test: 04/15/2020

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: 99 %

Cumulative percent passing the 1/2 in. sieve: 91 %

Cumulative percent passing the 3/8 in. sieve: 81 %

Cumulative percent passing the #4 sieve: 57 %

Cumulative percent passing the #8 sieve: 42 %

Cumulative percent passing the #16 sieve: 31 %

Cumulative percent passing the #30 sieve: 20 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 2.7 %

General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate/RAP Gradation

Test was verified on 5/6/2020 ✔

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.