Summary for Test 2025-11-01-24-2

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
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: 2025-11-01-24-2
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: 01/08/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.02 in
Maximum load on cylinder 1: 165325 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: 68 days
Cross sectional area of cylinder 1: 28.46 in^2
Compressive strength of cylinder (to nearest 10 psi): 5810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/8/2026 ✔