DIME - Test Summary

Summary for Test 2023-06-23-29-10

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993608 DEA: 081H8204 EFIS: 0817000138
DIST-CO-RTE-PM	08-SBD-15,138-R21.6,R14.8/R15.1
Award Date	08/26/2022
Closeout Date	03/28/2024
Work Description	SIGNAL AND LIGHTING SYSTEM, HMA, JPCP, AND ROADWAY EXCAVATION.
Location Description	SAN BERNARDINO COUNTY IN PHELAN ON ROUTE 138 FROM 0.3 MILE WEST OF ROUTE 138/15 SEPARATION TO ROUTE 138/15 SEPARATION AND ON ROUTE 15 SOUTHBOUND EXIT RAMP AT ROUTE 138
QA Service Level	1 (Verified on 11/16/2022)

Sample Taken Date	06/23/2023	Sample Unique Key	29
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	06/27/2023
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R15 0.75% LAS
The quantity of what the sample constitutes	12 Bags Of Bin Agg., 3 Bags Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Richard	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0336A-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan- Oro Grande	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)	91-36-0022, 91-33-0046
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 Vulcan-Orogrande
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	224112A ORO SJR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-06-23-29

DIME Test ID: 2023-06-23-29-10

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: 2023-09-19

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: Satish Jain/M. Campos

Date of test: 07/06/2023

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: 95 %

Cumulative percent passing the 1/2 in. sieve: 78 %

Cumulative percent passing the 3/8 in. sieve: 68 %

Cumulative percent passing the #4 sieve: 53 %

Cumulative percent passing the #8 sieve: 38 %

Cumulative percent passing the #16 sieve: 26 %

Cumulative percent passing the #30 sieve: 19 %

Cumulative percent passing the #50 sieve: 13 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 4.4 %

General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Agg., Gradation W/Rap Gradation Correlation Factors

Test was verified on 9/19/2023 ✔