Summary for Test 2026-03-26-22-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 210094
DEA: 040G3604
EFIS: 0400000326
COOP: 042553A1,042981
DIST-CO-RTE-PM04-ALA-880,880-31.0/32.4
Award Date08/08/2025
Closeout DateNot set
Work DescriptionI-880 BROADWAY/ JACKSON INTERCHANGE: Modify Ramps, Hma Pvmt, Bridges, Drainage, Signals, Sw And Bikeway
Location DescriptionIN ALA COUNTY
QA Service Level1 (Verified on 10/17/2024)

Sample Information

Sample Taken Date03/26/2026 Sample Unique Key22
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 testing03/26/2026
Sample typeQuality Assurance A brief description of the sampleAB 2
The quantity of what the sample constitutes20 SQ YDS From where was the sample collectedJob Site
First name of sampler or witnessed byHENRY Last name of sampler or witnessed byCONCEPCION
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Murrieta 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 collectedCR 6th Street
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-03-26-22
DIME Test ID: 2026-03-26-22-1
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: 2026-03-27

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: ANTHONY VALDEZ
Date of test: 03/26/2026
In-place wet density: 2.00
Highest adjust wet density: 2.19
% Moisture: 9.9 %
Optimum Moisture: 12.0 %
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2026