Summary for Test 2020-09-17-8-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Award Date06/24/2020
Closeout Date11/28/2023
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date09/17/2020 Sample Unique Key8
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 testing09/18/2020
Sample typeQuality Control A brief description of the samplePCC 6"x12" test cylinder
The quantity of what the sample constitutes1 girder From where was the sample collectedManufacturer
First name of sampler or witnessed byJorge Last name of sampler or witnessed byGarcia
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 nameCosumnes River Overflow Bridge

Material Information

Material TypeConcrete The concrete mix design numberSCC-S98-10F
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2495
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedback of truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2020-09-17-8
DIME Test ID: 2020-09-17-8-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-07

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jorge Garcia
Date of test: 09/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 164125 lb
Maximum load on cylinder 2: 166270 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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
Age of specimen: 1 days
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): 5840 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/7/2020