Summary for Test 2025-04-14-9-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001165
DEA: 061H6304
EFIS: 0625000097
DIST-CO-RTE-PM06-FRE-6-43.95
Award Date02/03/2025
Closeout Date07/11/2025
Work DescriptionThe scope of work will include culvert replacement, pavement repair, traffic control, and pavement delineation.
Location DescriptionFresno County, Rout I-5 at PM 43.95.
QA Service Level1 (Verified on 04/11/2025)

Sample Information

Sample Taken Date04/14/2025 Sample Unique Key9
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 testing04/14/2025
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes1 Bucket From where was the sample collectedJob Site
First name of sampler or witnessed byTomas Last name of sampler or witnessed bySilva
Title of samplerMREA Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedPM. 43.95 Ln # 1
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-04-14-9
DIME Test ID: 2025-04-14-9-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-04-15

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 04/14/2025
In-place wet density: 2.15
Highest adjust wet density: 2.35
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/15/2025