Summary for Test 2023-03-30-71-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
DIST-CO-RTE-PM06-FRE-5-44.4-45.4
Award Date05/27/2022
Closeout DateNot set
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location DescriptionIN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date03/30/2023 Sample Unique Key71
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 testing03/31/2023
Sample typeQuality Control A brief description of the samplestructural concrete
The quantity of what the sample constitutes1 per batch From where was the sample collectedJob Site
First name of sampler or witnessed byRickey Last name of sampler or witnessed byGuevara
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDon Chapin Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberG67534S
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected419822
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedNB I 5 one mile south of Manning Ave Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-03-30-71
DIME Test ID: 2023-03-30-71-1
Testing Lab: Sequoia Consultants
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-05-08

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Axel Ortega
Date of test: 04/27/2023
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 177860 lb
Maximum load on cylinder 2: 195890 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6610 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2023