Summary for Test 2025-10-20-3-7

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 1000511
DEA: 06487404
EFIS: 0616000029
DIST-CO-RTE-PM06-TUL-99-35.8/37.1
Award Date01/14/2025
Closeout DateNot set
Work DescriptionREPLACE BRIDGE STRUCTURES AND CONSTRUCT ROUNDABOUTS.
Location DescriptionTULARE COUNTY IN AND NEAR VISALIA FROM 0.6 MILE SOUTH OF AVENUE 280 OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 280 OVERCROSSING
QA Service Level1 (Verified on 08/27/2024)

Sample Information

Sample Taken Date10/20/2025 Sample Unique Key3
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 testing10/20/2025
Sample typeQuality Control A brief description of the sample1 cubic foot
The quantity of what the sample constitutes1 cubic foot From where was the sample collectedFabricator
First name of sampler or witnessed byPatrick Last name of sampler or witnessed byBaddu
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameConFab Lathrop 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 numberVER98LV
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected13218
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBed 7, 3rd Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-10-20-3
DIME Test ID: 2025-10-20-3-7
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-11-25

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Patrick Baddu
Date of test: 11/17/2025
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 8.27 lb
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: 120837 lb
Maximum load on cylinder 2: 124523 lb
Maximum load on cylinder 3: 128661 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 4
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 9920 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/25/2025