Summary for Test 2024-05-03-66-1

Test performed: ASTM C109-16a

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date05/03/2024 Sample Unique Key66
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 testing05/06/2024
Sample typeQuality Assurance A brief description of the sampleGrout Cubes
The quantity of what the sample constitutes6 cubes From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byLatasa
Title of samplerASR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthgate Ready Mix Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier27-00900L
Structure nameFranklin Ave. OH Left Bridge

Material Information

Material TypeCementitious BrandUnknown
MillUnknown Type of Cementitious MaterialType II/V Cement

Test Details

DIME Sample ID: 2024-05-03-66
DIME Test ID: 2024-05-03-66-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2024-05-31

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/31/2024
Age of specimen: 28 days
The amount of flow : no data
The amount of water used : 100.0 %
Compressive strength of 1st specimen : 7751 psi
Compressive strength of 2nd specimen: 8159 psi
Compressive strength of 3rd specimen : 8051 psi
Average Compressive strength (to nearest 10 psi): 7990 psi
General comments (publicly viewable) (Max 1000 characters): Set #1

Test was verified on 5/31/2024