Summary for Test 2026-01-31-24-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993551
DEA: 07279124
EFIS: 0715000076
Permit Numbers: 0722AOP1645
DIST-CO-RTE-PM07-LA-57-60-R4.3/R4.5
Award Date01/12/2023
Closeout DateNot set
Work DescriptionSTATE ROUTE 57 and 60 HIGHWAYS CONFLUENCE CHOKEPOINT RELIEF PROJECT PHASE II
Location DescriptionCITY of DIAMOND BAR and CITY of INDUSTRY LOS ANGELES COUNTY, CALIFORNIA
QA Service Level2 (Verified on 02/04/2022)

Sample Information

Sample Taken Date01/31/2026 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing02/01/2026 Sample typeQuality Control
A brief description of the sample6x12 concrete cylinders The quantity of what the sample constitutes1 per batch
From where was the sample collectedJob Site First name of sampler or witnessed byAdrian
Last name of sampler or witnessed byMireles Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertson's - Pomona
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 numberRRM23043
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2096245
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedRW110 CIHD #1 (1st Lift). Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-01-31-24
DIME Test ID: 2026-01-31-24-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-05-11

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Yvan Lopez
Date of test: 01/31/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 123430 lb
Maximum load on cylinder 2: 131179 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 4500 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/11/2026 ✔