Summary for Test 2023-08-03-27-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 994441
DEA: 081A8304
EFIS: 0800000579
COOP: 081746
DIST-CO-RTE-PM08---
Award Date10/05/2022
Closeout DateNot set
Work DescriptionWidening the existing Cedar Avenue overcrossing (OC) from 6 to 10 lanes, replacing the Union Pacific Railroad overhead (OH), widening Cedar Avenue from 4 to 6 through lanes, and realigning and/or widening the interchange entrance and exit ramps
Location DescriptionAt the Interstate 10 (I-10) Cedar Avenue Interchange from PM 17.8 to 19.3 in the County of San Bernardino (County)
QA Service Level2 (Verified on 12/13/2022)

Sample Information

Sample Taken Date08/03/2023 Sample Unique Key27
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 testing08/04/2023
Sample typeQuality Control A brief description of the sample1 CF of Concrete for Testing
The quantity of what the sample constitutes1 CF of Concrete for Testing From where was the sample collectedManufacturer
First name of sampler or witnessed byPJ Last name of sampler or witnessed byWright
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCon-Fab California, LLC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberVER-98LV
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected9310
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBed 1B, 3rd Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-08-03-27
DIME Test ID: 2023-08-03-27-1
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: 2023-08-08

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 08/04/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.96 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: 83035 lb
Maximum load on cylinder 2: 84315 lb
Maximum load on cylinder 3: 84725 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 1 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): 6690 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/8/2023