Test 2020-06-12-3-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 214422
DEA: 040J6424
EFIS: 0414000476
DIST-CO-RTE-PM04-SON-101-32.8/R54.2
Work DescriptionCRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location DescriptionSONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
Sample Information
Sample Taken Date6/12/2020 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 testing6/12/2020
Sample typeInformational A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 6"x12" Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byMark Patrick Last name of sampler or witnessed byBaddu
Title of samplerQC Inspector Laboratory sample identification6-12-20-B4
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 nameState Route 101
Material Information
Material TypeConcrete The concrete mix design numberUnknown
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2020-06-12-3
DIME Test ID: 2020-06-12-3-1
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: 2020-06-15
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Danny Cabias
Date of test: 06/13/2020
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: 113500 lb
Maximum load on cylinder 2: 116200 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):4045 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/15/2020