Test 2020-09-28-26-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210673
DEA: 042640F4
EFIS: 0400020132
COOP: 042308A3
DIST-CO-RTE-PM04-SON-101-4.0/7.1
Work DescriptionDESIGN THE NORTHERLY SEGMENT OF THE MARIN-SONOMA NARROWS PROJECT AND INCLUDES SOUND WALLS, BRIDGES, MEDIAN WIDENING AND RAMP WIDENING.
Location DescriptionJUST NORTH OF THE U.S. 101 AND STATE ROUTE 116 CONNECTION TO 0.3 MILE NORTH OF THE CORONA ROAD OVERCROSSING IN THE CITY OF PETALUMA.
Sample Information
Sample Taken Date9/28/2020 Sample Unique Key26
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 testing10/1/2020
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byPhil Last name of sampler or witnessed byLatasa
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number222642
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number3172GG-F-SRA
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected00000000000000000
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedJobsite Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-09-28-26
DIME Test ID: 2020-09-28-26-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-08
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 10/08/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 127824 lbf
Maximum load on cylinder 2: 131533 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 10 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4551.0 psi
Compressive strength of cylinder 2: 4668.0 psi
Compressive strength (to nearest 10 psi):4610 psi
General comments (publicly viewable) (Max 250 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 2

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 10/08/2020