Summary for Test 2022-11-09-4-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award Date11/17/2020
Closeout Date09/24/2024
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date11/09/2022 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing11/09/2022
Sample typeQuality Assurance A brief description of the sampleAggregate
The quantity of what the sample constitutes3136 sq. ft. From where was the sample collectedJob Site
First name of sampler or witnessed byIan Last name of sampler or witnessed bySnyder
Title of sampler Telephone number of sampler
Laboratory sample identification22-3016 Linked DIME Sample ID
The fabricator/manufacturer/facility namen/a Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)n/a
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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-11-09-4
DIME Test ID: 2022-11-09-4-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-11-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Ian Snyder
Date of test: 11/09/2022
In-place wet density: 2.12
Highest adjust wet density: 2.21
% Moisture: 11.0 %
Optimum Moisture: 11.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/10/2022