DIME - Test Summary

Summary for Test 2022-09-15-22-1

Test performed: CTM 216-June 2011

Sample Taken Date	09/15/2022	Sample Unique Key	22
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	09/15/2022
Sample type	Quality Assurance	A brief description of the sample	Class 1 ASB from roadway
The quantity of what the sample constitutes	1099+00 - 1102+46 @ 52' Wide	From where was the sample collected	Job Site
First name of sampler or witnessed by	Kyle	Last name of sampler or witnessed by	Engen
Title of sampler	TET	Telephone number of sampler	8055409933
Laboratory sample identification	37057CL1ASB3	Linked DIME Sample ID
The fabricator/manufacturer/facility name	SPM Avenal Plant	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)	91-10-0006
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	Jobsite-windrow
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-09-15-22

DIME Test ID: 2022-09-15-22-1

Testing Lab: CT D05 - Whitley Gardens Field Laboratory

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates

Test Release Date: 2022-09-15

Is oversize material: Yes

Input Type: Measured

Tester's full name: Kyle Engen

Date of test: 09/15/2022

In-place wet density: 2.35

Percentage passing 3/4 in. sieve: 89 %

Percentage retained on 3/4 in. sieve: 11 %

Specific gravity of material passing 3/4 in. sieve: 2.35

Specific gravity of material retained on 3/4 in. sieve: 2.6 %

% Moisture: no data

Optimum Moisture: no data

Coefficient for 3/4 in. aggregate: 1.00

Corrected density: 2.38

Relative compaction: 99

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

File Name	Extension	File Size	Date Uploaded	Test ID	Actions
05-3307A4_37057_220915_BLW_ASB_1099+00-1102+66_1	pdf	209.18 KB	09/15/2022	2022-09-15-22-1	Info

Test was verified on 9/15/2022 ✔