DIME - Test Summary

Summary for Test 2022-05-11-69-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075
DIST-CO-RTE-PM	08-SBD-115-R7.3/R10.0
Award Date	04/26/2021
Closeout Date	Not set
Work Description	ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG
Location Description	SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE
QA Service Level	1 (Verified on 06/23/2021)

Sample Taken Date	05/11/2022	Sample Unique Key	69
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	05/12/2022
Sample type	Quality Assurance	A brief description of the sample	1 x 4 PCC Aggregate and Sand
The quantity of what the sample constitutes	3 bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	jlius	Last name of sampler or witnessed by	e
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	TEST 1 AT 1130AM OF 20 CY OUT	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson Pomona	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	6426	Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	SMARA 91-33-0040
The fabricator's/manufacturer's product name for the sample	AMES CONSTRUCTION	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	At the plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number	sc190b38	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-05-11-69

DIME Test ID: 2022-05-11-69-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2022-07-13

What type of gradation is being tested?: Combined Gradation

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

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: R jarquin

Date of test: 05/16/2022

Cumulative percent passing the 2 in. sieve: 0 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 96 %

Cumulative percent passing the 3/4 in. sieve: 78 %

Cumulative percent passing the 1/2 in. sieve: 30 %

Cumulative percent passing the 3/8 in. sieve: 12 %

Cumulative percent passing the #4 sieve: 5 %

Cumulative percent passing the #8 sieve: 5 %

Cumulative percent passing the #16 sieve: 4 %

Cumulative percent passing the #30 sieve: 0 %

Cumulative percent passing the #50 sieve: 0 %

Cumulative percent passing the #100 sieve: 0 %

Cumulative percent passing the #200 sieve: 0 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2022 ✔