Summary for Test 2024-12-09-55-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 209820
DEA: 04297634
EFIS: 0415000040
COOP: 042548
DIST-CO-RTE-PM04-ALA-84,680-17.9/21
Award Date02/19/2021
Closeout DateNot set
Work DescriptionROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location DescriptionALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level1 (Verified on 11/04/2019)

Sample Information

Sample Taken Date12/09/2024 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing12/09/2024 Sample typeQuality Assurance
A brief description of the sampleImported Structure Backfill The quantity of what the sample constitutes2550g
From where was the sample collectedJob Site First name of sampler or witnessed byChristian
Last name of sampler or witnessed bySousa Title of samplerConsultant QA
Telephone number of sampler Laboratory sample identificationSJ-120924-SBF1
Linked DIME Sample ID The fabricator/manufacturer/facility nameDeSilva Gates Aggregates Sunol
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameVallecitos Creek Bridge (N680-E84) at Abutment #2
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleDeSilva Gates Aggregates Sunol
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedjobsite - compacted base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-12-09-55
DIME Test ID: 2024-12-09-55-2
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: 2025-01-09

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Charles Poolis
Date of test: 12/09/2024
In-place wet density: 2.26
Highest adjust wet density: 2.30
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters): Vallecitos Creek Bridge (N680-E84) at Abutment #2

Test was verified on 1/9/2025 ✔