Summary for Test 2025-07-29-107-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214649
DEA: 07316004
EFIS: 0715000194
DIST-CO-RTE-PM07-LA-14-60.70
Award Date02/07/2023
Closeout DateNot set
Work DescriptionREHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location DescriptionROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
QA Service Level1 (Verified on 01/29/2020)

Sample Information

Sample Taken Date07/29/2025 Sample Unique Key107
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 testing07/29/2025
Sample typeQuality Assurance A brief description of the sample6x12 JPCP cylinders
The quantity of what the sample constitutes610 CY From where was the sample collectedJob Site
First name of sampler or witnessed byEriberto Last name of sampler or witnessed byAragon
Title of samplerMaterials Tester Telephone number of sampler8186240301
Laboratory sample identification25-2484 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A 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 numberSCI-12622-3
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedLoad 61
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedJobsite Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-07-29-107
DIME Test ID: 2025-07-29-107-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-10-15

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Eriberto Aragon
Date of test: 09/09/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Average diameter of cylinder 3: 5.97 in
Maximum load on cylinder 1: 175108 lb
Maximum load on cylinder 2: 178598 lb
Maximum load on cylinder 3: 172183 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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Cross sectional area of cylinder 3: 27.99 in^2
Compressive strength of cylinder 1: 6256.1 psi
Compressive strength of cylinder 2: 6380.8 psi
Compressive strength of cylinder 3: 6151.6 psi
Compressive strength (to nearest 10 psi): 6260 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2025