Summary for Test 2024-08-28-55-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 994369
DEA: 042K6404
EFIS: 0416000480
DIST-CO-RTE-PM04-SM-84-6.0
Award Date07/14/2023
Closeout Date02/26/2025
Work DescriptionCONSTRUCT SOLDIER PILE WALL.
Location DescriptionSAN MATEO COUNTY NEAR LA HONDA 0.2 MILE WEST OF SAN GREGORIO CREEK BRIDGE
QA Service Level1 (Verified on 04/05/2023)

Sample Information

Sample Taken Date08/28/2024 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing08/28/2024 Sample typeQuality Assurance
A brief description of the sampleAgg Base Class 2 The quantity of what the sample constitutes17.5 cu yd
From where was the sample collectedJob Site First name of sampler or witnessed byJose
Last name of sampler or witnessed byAmparan Title of sampler
Telephone number of sampler Laboratory sample identificationHW-082324-RCAB2
Linked DIME Sample ID The fabricator/manufacturer/facility nameWilson Aromas Quarry
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 collectedA Line 14+78 to 16+67
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-08-28-55
DIME Test ID: 2024-08-28-55-2
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2024-09-04

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Calculated
Tester's full name: Jose Leon Amparan
Date of test: 08/28/2024
Sum of Count or Density: 134647 g/cc
Average of Count or Density: 44882 g/cc
Sum of Moisture Count: 8837 g/cc
Average of Moisture Count: 2496 g/cc
Count Ratio Density: 1.43
Count Ratio Moisture: 3.43
Calculated Percent Relative Compaction: 100 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/4/2024 ✔