Summary for Test 2026-03-14-22-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 1001440
DEA: 07370804
EFIS: 0720000139
DIST-CO-RTE-PM07-LA-5-30.6/31.6
Award DateNot set
Closeout DateNot set
Work DescriptionREMOVE CONCRETE PAVEMENT AND BASE, AND PLACE JPCP.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM 0.2 MILE NORTH OF SAN FERNANDO BOULEVARD TO 0.2 MILE SOUTH OF COHASSET STREET
QA Service Level1 (Verified on 08/15/2025)

Sample Information

Sample Taken Date03/14/2026 Sample Unique Key22
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 testing03/15/2026
Sample typeQuality Assurance A brief description of the sampleJPCP-RSC
The quantity of what the sample constitutes25 CY of 30 CY From where was the sample collectedJob Site
First name of sampler or witnessed byHussaya Last name of sampler or witnessed byLeelakitrungruang
Title of samplerField Technician Telephone number of sampler626-534-3017
Laboratory sample identification26-0949 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNational Ready Mix - Los Angeles 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 numberO85C436L0
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected346670
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedMixer Truck Chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-03-14-22
DIME Test ID: 2026-03-14-22-1
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: 2026-03-25

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Kreetha Mekchai
Date of test: 03/24/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.98 in
Maximum load on cylinder 1: 177610 lb
Maximum load on cylinder 2: 172360 lb
Maximum load on cylinder 3: 171260 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.09 in^2
Compressive strength (to nearest 10 psi): 6180 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/25/2026