Summary for Test 2024-05-03-66-1
Test performed: ASTM C109-16aProject Information
Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
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DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
Award Date | 04/26/2022 |
Closeout Date | Not set |
Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
Location Description | MARIN 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 Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 05/03/2024 | Sample Unique Key | 66 |
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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 testing | 05/06/2024 |
Sample type | Quality Assurance | A brief description of the sample | Grout Cubes |
The quantity of what the sample constitutes | 6 cubes | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Latasa |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Northgate Ready Mix | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 27-00900L | |
Structure name | Franklin Ave. OH Left Bridge |
Material Information
Material Type | Cementitious | Brand | Unknown |
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Mill | Unknown | Type of Cementitious Material | Type 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 ✔