Summary for Test 2025-05-28-58-3

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 995242
DEA: 060Y1304
EFIS: 0619000010
DIST-CO-RTE-PM06-KER-33-40.4/59.3
Award Date06/20/2024
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS.
Location DescriptionKERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46
QA Service Level1 (Verified on 09/03/2024)

Sample Information

Sample Taken Date05/28/2025 Sample Unique Key58
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 testing05/29/2025
Sample typeAcceptance A brief description of the sampleBox # 1
The quantity of what the sample constitutes18 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byAdam Last name of sampler or witnessed byMahmoud
Title of samplerStructure Representative Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGolden empire concrete - Bakersfield Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberNCT09014
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBACK OF THE TRUCK Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-05-28-58
DIME Test ID: 2025-05-28-58-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-06-18

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/18/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 56320 lb
Maximum load on cylinder 2: 58010 lb
Maximum load on cylinder 3: 56750 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 1
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: 21 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4480.5 psi
Compressive strength of cylinder 2: 4615.0 psi
Compressive strength of cylinder 3: 4514.7 psi
Compressive strength (to nearest 10 psi): 4540 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0Y1304_37000_250528_21Dpdf223.10 KB06/18/20252025-05-28-58-3   Info

Test was verified on 6/18/2025