Summary for Test 2026-04-13-6-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001573
DEA: 060X2904
EFIS: 0618000050
DIST-CO-RTE-PM06-FRE-33-13.9/16.7
Award DateNot set
Closeout DateNot set
Work DescriptionHMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION.
Location DescriptionFRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE
QA Service Level1 (Verified on 09/15/2025)

Sample Information

Sample Taken Date04/13/2026 Sample Unique Key6
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 testing04/13/2026
Sample typeAcceptance A brief description of the sample3/4 CL 2 AB
The quantity of what the sample constitutes5 gal bucket From where was the sample collectedJob Site
First name of sampler or witnessed byJonathon Last name of sampler or witnessed byChaney
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCal Valley Construction 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 collectedC34, STA 67+23 - 68+64
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-04-13-6
DIME Test ID: 2026-04-13-6-1
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: 2026-04-15

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 04/13/2026
In-place wet density: 2.27
Highest adjust wet density: 2.34
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): common used

Test was verified on 4/15/2026