Summary for Test 2026-03-23-54-5

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 1001361
DEA: 120M9704
EFIS: 1213000099
DIST-CO-RTE-PM12-ORA-57-11.5/12.5
Award Date09/25/2025
Closeout DateNot set
Work DescriptionCONST BRIDGES, RET WALLS, JPCP, HMA, CONC BARRIERS AND ELECT SYSTEMS.
Location DescriptionORANGE COUNTY IN ORANGE AND ANAHEIM FROM 0.2 MILE SOUTH OF ORANGEWOOD AVENUE UNDERCROSSING TO KATELLA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 07/28/2025)

Sample Information

Sample Taken Date03/23/2026 Sample Unique Key54
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 testing03/23/2026
Sample typeQuality Control A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes9 cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byPaul Ortega Last name of sampler or witnessed byPaul Ortega
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameOLDCASTLE PRECAST 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 numberUV-247B
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected84964
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedOn site next next to the form Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-03-23-54
DIME Test ID: 2026-03-23-54-5
Testing Lab: OldCastle Precast, Incorporated - Fontana
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-04-09

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Paul Ortega
Date of test: 03/23/2026
Average diameter of cylinder 1: 0.04 in
Average diameter of cylinder 2: 0.04 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 0.04 in
Maximum load on cylinder 1: 37 lb
Maximum load on cylinder 2: 37 lb
Maximum load on cylinder 3: 37 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 4 in^2
Cross sectional area of cylinder 2: 4 in^2
Cross sectional area of cylinder 3: 4 in^2
Compressive strength (to nearest 10 psi): 10 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/9/2026