Summary for Test 2025-07-30-23-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993678
DEA: 042Q8004
EFIS: 0419000050
COOP: 042836,042944
DIST-CO-RTE-PM04-SM-101,92-US 101 & SR 92-10.9/12.1 & 11.8/13.4
Award Date01/22/2025
Closeout DateNot set
Work DescriptionUS 101/SR 92 INTERCHANGE AREA IMPROVEMENT :PROJECT WILL CONSTRUCT CONGESTION RELIEF IMPROVEMENTS AT THE US 101/SR 92 INTERCHANGE AREA.
Location DescriptionNot set
QA Service Level1 (Verified on 09/15/2022)

Sample Information

Sample Taken Date07/30/2025 Sample Unique Key23
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 testing07/30/2025
Sample typeQuality Assurance A brief description of the sampleAggregate Subbase
The quantity of what the sample constitutes2600g From where was the sample collectedJob Site
First name of sampler or witnessed byFernando Last name of sampler or witnessed byVega
Title of samplerMREA Telephone number of sampler
Laboratory sample identificationSJ-073025-ASB1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGraniterock Redwood City Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameHwy 101 SB Rt "FI" Line Drainage System No. 3a, Shoulder Section 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 collectedJobsite - Compacted Aggregate Subbase backfill
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-07-30-23
DIME Test ID: 2025-07-30-23-2
Testing Lab: CT D04 - San Jose Construction Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-07-30

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Charles Poolis
Date of test: 07/30/2025
In-place wet density: 2.29
Highest adjust wet density: 2.35
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): Drainage System No. 3a

Test was verified on 7/31/2025