Summary for Test 2025-01-24-12-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000017
DEA: 042Q7004
EFIS: 0419000040
DIST-CO-RTE-PM04-CC-4-L0.0/R14.3
Award Date04/26/2024
Closeout DateNot set
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING AND INSTALL MGS.
Location DescriptionCONTRA COSTA COUNTY IN HERCULES AND CONCORD FROM SAN PABLO AVENUE TO ROUTE 4/242 SEPARATION
QA Service Level1 (Verified on 01/08/2024)

Sample Information

Sample Taken Date01/24/2025 Sample Unique Key12
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 testing01/24/2025
Sample typeQuality Assurance A brief description of the sampleNative material used as Structure Backfill
The quantity of what the sample constitutes667 SY From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byRingler
Title of sampler Telephone number of sampler
Laboratory sample identification25-4 Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameEB Cummings Skyway off Ramp 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 collectedSampled Collected from compacted grade at job site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-01-24-12
DIME Test ID: 2025-01-24-12-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-01-28

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Dan Ringler
Date of test: 01/24/2025
In-place wet density: 2.09
Highest adjust wet density: 2.17
% Moisture: 18.1 %
Optimum Moisture: 16.1 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/28/2025