Summary for Test 2023-05-12-77-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/26/2021
Closeout Date08/31/2026
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date05/12/2023 Sample Unique Key77
Date that the sample was received by the laboratory/organization performing the testing05/12/2023 Sample typeVerification
A brief description of the sampleRecycled Aggregate Base The quantity of what the sample constitutes1000 tons
From where was the sample collectedJob Site First name of sampler or witnessed byDoug
Last name of sampler or witnessed byRuff Title of samplerConsultant Tester
Telephone number of sampler5594670032 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSecurity Paving
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameSB TUL 99 MVP
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Unknown
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 collectedJob Site- MVP
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-12-77
DIME Test ID: 2023-05-12-77-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-06-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 05/12/2023
In-place wet density: 2.23
Highest adjust wet density: 2.24
% Moisture: 0.0 %
Optimum Moisture: 4.0 %
Relative compaction: 100
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37000_230512_SA_373pdf177.92 KB06/01/20232023-05-12-77-2   Info

Test was verified on 6/1/2023 ✔