DIME - Test Summary

Summary for Test 2023-08-28-26-9

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994191 DEA: 081G8304 EFIS: 0816000079
DIST-CO-RTE-PM	08-SBD-40-R100.8/R101.8
Award Date	12/01/2022
Closeout Date	Not set
Work Description	HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description	SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
QA Service Level	1 (Verified on 03/30/2023)

Sample Taken Date	08/28/2023	Sample Unique Key	26
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	08/30/2023
Sample type	Verification	A brief description of the sample	PSUE 1" HMA-A-SP R25 1.0% LSM
The quantity of what the sample constitutes	8 Bags Of Bin Agg., 3 Bags Comb. Agg. 1 Bag Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Blue Diamond	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0440A-23	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)	91-36-0046, 91-36-0106
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		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	1 inch
The concrete mix design number	300222-WM R25	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-08-28-26

DIME Test ID: 2023-08-28-26-9

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: 2023-10-26

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?: Yes

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

Input Type: Calculated

Tester's full name: Seige M

Date of test: 09/06/2023

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 99 %

Cumulative percent passing the 3/8 in. sieve: 92 %

Cumulative percent passing the #4 sieve: 63 %

Cumulative percent passing the #8 sieve: 47 %

Cumulative percent passing the #16 sieve: 37 %

Cumulative percent passing the #30 sieve: 28 %

Cumulative percent passing the #50 sieve: 20 %

Cumulative percent passing the #100 sieve: 13 %

Cumulative percent passing the #200 sieve: 9 %

General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 10/26/2023 ✔