Summary for Test 2025-07-21-17-3

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 1000825
DEA: 07332304
EFIS: 0716000257
DIST-CO-RTE-PM07-VEN-33-18.9/19.1
Award Date02/20/2025
Closeout DateNot set
Work DescriptionCONSTRUCT STRUCTURAL CONCRETE BARRIER SLAB AND CONCRETE BARRIER.
Location DescriptionVENTURA COUNTY NEAR OJAI FROM 0.5 MILE SOUTH OF BEAR CREEK BRIDGE TO 0.1 MILE NORTH OF NORTH FORK MATILIJA CREEK BRIDGE
QA Service Level1 (Verified on 01/27/2025)

Sample Information

Sample Taken Date07/21/2025 Sample Unique Key17
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 testing07/22/2025
Sample typeAcceptance A brief description of the sample6X12 PCC cylinders
The quantity of what the sample constitutes130 CY From where was the sample collectedJob Site
First name of sampler or witnessed byArmando Last name of sampler or witnessed bySerratos
Title of samplerAssistant Structure Representative Telephone number of sampler
Laboratory sample identification25-528 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCTS SHORT LOAD RAPID SET Transportation Laboratory (TL) Number116161
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 numberCTS-72-EHI
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantCTS The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-07-21-17
DIME Test ID: 2025-07-21-17-3
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-08-19

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 08/18/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 212291 lb
Maximum load on cylinder 2: 208488 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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 7459.3 psi
Compressive strength of cylinder 2: 7325.7 psi
Compressive strength (to nearest 10 psi): 7390 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/19/2025