Test 2020-07-28-22-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
Sample Information
Sample Taken Date7/28/2020 Sample Unique Key22
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 testing7/29/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 6x12 concrete cylinders From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Patrick Last name of sampler or witnessed byBaddu
Title of samplerQC Inspector Laboratory sample identification
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-95LV
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2002
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: 2020-07-28-22
DIME Test ID: 2020-07-28-22-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-07-30
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 07/29/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 189000 lb
Maximum load on cylinder 2: 189700 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):6700 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 07/30/2020