Summary for Test 2025-11-01-24-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 1001850
DEA: 081T3304
EFIS: 0826000040
DIST-CO-RTE-PM08-SBD-38-
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 11/26/2025)

Sample Information

Sample Taken Date11/01/2025 Sample Unique Key24
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 testing11/03/2025
Sample typeQuality Assurance A brief description of the sampleCONCRETE CYLINDERS
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byDYLAN Last name of sampler or witnessed byNAULT
Title of sampler Telephone number of sampler
Laboratory sample identification1083-1101 Linked DIME Sample ID
The fabricator/manufacturer/facility nameROBERTSONS BIG BEAR Transportation Laboratory (TL) Number1083-1101
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 numberNA
The truck number from where the sample was collected1 The batch plant ticket number from where the sample was collected1284669
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedPM 2375 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-11-01-24
DIME Test ID: 2025-11-01-24-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-01-08

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 11/06/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.03 in
Maximum load on cylinder 1: 91490 lb
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 5 days
Cross sectional area of cylinder 1: 28.56 in^2
Compressive strength of cylinder (to nearest 10 psi): 3200 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/8/2026