Test 2021-08-27-16-3 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 212252
DEA: 033F5604
EFIS: 0313000033
DIST-CO-RTE-PM03-SUT,YUB-20-17.0/17.1,0.0/0.4
Work DescriptionINSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location DescriptionSUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
Sample Information
Sample Taken Date8/27/2021 Sample Unique Key16
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 testing8/30/2021
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes2 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byCliff Last name of sampler or witnessed byNoble
Title of samplerASR Laboratory sample identification
The fabricator/manufacturer/facility nameCalifornia Engineering Contractor Transportation Laboratory (TL) Number169764
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePier 20 CISS Pile
Material Information
Material TypeConcrete The concrete mix design numberUnknown
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1628
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedTruck 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 File
Test graph for Cylinder Code 1 of 2

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 10/08/2021