Summary for Test 2021-08-27-16-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212252 DEA: 033F5604 EFIS: 0313000033 |
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DIST-CO-RTE-PM | 03-SUT,YUB-20-17.0/17.1,0.0/0.4 |
Award Date | 02/11/2021 |
Closeout Date | 01/25/2023 |
Work Description | INSTALL CAST-IN-STEEL SHELL CONCRETE PILE. |
Location Description | SUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD |
QA Service Level | 1 (Verified on 04/27/2018) |
Sample Information
Sample Taken Date | 08/27/2021 | Sample Unique Key | 16 |
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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 | 08/30/2021 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 2 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Cliff | Last name of sampler or witnessed by | Noble |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | California Engineering Contractor | Transportation Laboratory (TL) Number | 169764 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Pier 20 CISS Pile |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1628 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-08-27-16
DIME Test ID: 2021-08-27-16-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-10-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 10/08/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Maximum load on cylinder 1: 53678 lb
Maximum load on cylinder 2: 49728 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Compressive strength of cylinder 1: 4208.0 psi
Compressive strength of cylinder 2: 3899.0 psi
Compressive strength (to nearest 10 psi): 4050 psi
General comments (publicly viewable) (Max 1000 characters): Sample received as a set of 2 cylinders. Break data will only be for informational use. Sample does not follow the ASTM for 4x8 cylinders, which requires a set of 3 be fabricated.
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 10/8/2021 ✔