Summary for Test 2025-12-10-32-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 1000604
DEA: 07355604
EFIS: 0719000014
DIST-CO-RTE-PM07-LA-105-R2.0
Award Date02/20/2025
Closeout DateNot set
Work DescriptionCONSTRUCT A MAINTENANCE EQUIPMENT TRAINING CENTER.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT 0.1 MILE WEST OF ROUTE 105/405 SEPARATION
QA Service Level1 (Verified on 09/24/2024)

Sample Information

Sample Taken Date12/10/2025 Sample Unique Key32
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 testing12/10/2025
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes2 yards From where was the sample collectedManufacturer
First name of sampler or witnessed byDylan Last name of sampler or witnessed byMejia
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJensen 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 number19
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2025121010009
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedconcrete samples from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-12-10-32
DIME Test ID: 2025-12-10-32-1
Testing Lab: Jensen Precast - Fontana
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-12-18

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ricardo Garcia
Date of test: 12/31/1969
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 94828 lb
Maximum load on cylinder 2: 92002 lb
Maximum load on cylinder 3: 94840 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 7 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 7480 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/18/2025