Summary for Test 2023-08-01-67-1

Test performed: ASTM C39-21

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 Date08/01/2023 Sample Unique Key67
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 testing08/02/2023
Sample typeAcceptance A brief description of the samplePCC cylinders
The quantity of what the sample constitutesCyliners From where was the sample collectedJob Site
First name of sampler or witnessed byMartin Last name of sampler or witnessed byGarcia
Title of samplerStructure Representative Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDon Chapin - Los Banos Plant 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 numberG67S34S
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected420830
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-08-01-67
DIME Test ID: 2023-08-01-67-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-14

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/08/2023
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 43670 lb
Maximum load on cylinder 2: 45700 lb
Maximum load on cylinder 3: 45550 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 3460.0 psi
Compressive strength of cylinder 2: 3620.0 psi
Compressive strength of cylinder 3: 3620 psi
Compressive strength (to nearest 10 psi): 3570 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): 7 day

Test was verified on 8/14/2023