Summary for Test 2025-10-04-19-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 995193
DEA: 07356604
EFIS: 0719000026
DIST-CO-RTE-PM07-LA-605-R10.2/20.2
Award Date04/04/2024
Closeout DateNot set
Work DescriptionLANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
QA Service Level1 (Verified on 10/03/2023)

Sample Information

Sample Taken Date10/04/2025 Sample Unique Key19
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 testing10/05/2025
Sample typeQuality Assurance A brief description of the sampleLCB-RSC
The quantity of what the sample constitutes500 CY From where was the sample collectedJob Site
First name of sampler or witnessed byMarcus Last name of sampler or witnessed byMolina
Title of samplerField Technician Telephone number of sampler909-657-1716
Laboratory sample identification25-3207 Linked DIME Sample ID
The fabricator/manufacturer/facility name- 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 numberT35skRSLCB
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedVolumetric Truck
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedback of truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-10-04-19
DIME Test ID: 2025-10-04-19-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-01-02

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jeffrey Diaz
Date of test: 10/11/2025
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 119065 lb
Maximum load on cylinder 2: 115890 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 4150 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/2/2026