Summary for Test 2022-04-27-8-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 210673
DEA: 042640F4
EFIS: 0400020132
COOP: 042308A3
DIST-CO-RTE-PM04-SON--
Award Date08/08/2019
Closeout Date02/16/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date04/27/2022 Sample Unique Key8
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 testing04/27/2022
Sample typeQuality Assurance A brief description of the sample2 6x12 concrete cylinders
The quantity of what the sample constitutes74 CY Structural Concrete Retaining Wall From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byLatasa
Title of samplerTEC Telephone number of sampler17072460441
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier20-E0101
Structure nameRW3 Wall

Material Information

Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collected1455 The batch plant ticket number from where the sample was collected422753
Concrete batch plant138 The fabricator/manufacturer designation for the sampleShamrock Materials
A detailed description of where the material sample was collectedCHUTE OF TRUCK Where the material sample would have been placed if not sampledRW3 Wall st 1480 to 1552
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-04-27-8
DIME Test ID: 2022-04-27-8-2
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: 2022-05-25

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: 05/25/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 186240 lbf
Maximum load on cylinder 2: 193719 lbf
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 6676.0 psi
Compressive strength of cylinder 2: 6920.0 psi
Compressive strength (to nearest 10 psi): 6800 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 2

Source: Bluehill Data Point File