Summary for Test 2025-09-22-22-4

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994901
DEA: 112T3434
EFIS: 1120000081
DIST-CO-RTE-PM11-SD-805-5.1/8.3
Award Date01/29/2024
Closeout DateNot set
Work DescriptionSOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL.
Location DescriptionSAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING
QA Service Level1 (Verified on 03/21/2024)

Sample Information

Sample Taken Date09/22/2025 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 testing09/23/2025
Sample typeQuality Assurance A brief description of the sampleConcrete
The quantity of what the sample constitutes10 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of samplerTET Telephone number of sampler6199366795
Laboratory sample identification25-09-22-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAssociated 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 number556300
The truck number from where the sample was collected0758 The batch plant ticket number from where the sample was collected7499778
Concrete batch plantAssociated Ready Mix The fabricator/manufacturer designation for the sample556300
A detailed description of where the material sample was collectedSW 225 L / SW 323 L Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-09-22-22
DIME Test ID: 2025-09-22-22-4
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-11-03

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 11/03/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 132215 lb
Maximum load on cylinder 2: 118365 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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4660.4 psi
Compressive strength of cylinder 2: 4172.2 psi
Compressive strength (to nearest 10 psi): 4420 psi
General comments (publicly viewable) (Max 1000 characters): 42 days

Test was verified on 11/3/2025