Summary for Test 2026-01-24-12-1

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 Date01/24/2026 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing01/25/2026 Sample typeQuality Assurance
A brief description of the sampleJPCP-RSC The quantity of what the sample constitutes6 CY of 26 CY
From where was the sample collectedJob Site First name of sampler or witnessed byJareerattana
Last name of sampler or witnessed bySirisujarittham Title of samplerField Techician
Telephone number of sampler562-564-9465 Laboratory sample identification26-0264
Linked DIME Sample ID The fabricator/manufacturer/facility nameMyer's and Son's Irwindale Batch Plant
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 number700RSC
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected-
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedLoader Chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-01-24-12
DIME Test ID: 2026-01-24-12-1
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: 2026-02-04

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jareerattana Sirisujarittham
Date of test: 02/03/2026
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 199736 lb
Maximum load on cylinder 2: 200197 lb
Maximum load on cylinder 3: 199834 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 10 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength (to nearest 10 psi): 7070 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/4/2026 ✔