Summary for Test 2022-03-11-6-1

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 Date03/11/2022 Sample Unique Key6
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 testing03/11/2022
Sample typeQuality Assurance A brief description of the sample2 - 6x12 Concrete Cylinders
The quantity of what the sample constitutes360 CY - 20-0300LStem & Soffit St 3 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 identifier20-0300L
Structure nameNPOH St3

Material Information

Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collected1443 The batch plant ticket number from where the sample was collected420751
Concrete batch plant138 Petaluma The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCHUTE OF TRUCK Where the material sample would have been placed if not sampled20 0300L Stem and Soffit St 3
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-03-11-6
DIME Test ID: 2022-03-11-6-1
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: 2022-04-08

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 04/08/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 192794 lb
Maximum load on cylinder 2: 184345 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: 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: 28.09 in^2
Compressive strength of cylinder 1: 6910.2 psi
Compressive strength of cylinder 2: 6562.7 psi
Compressive strength (to nearest 10 psi): 6740 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/8/2022