Test 2018-06-20-40-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211777
DEA: 04209504
EFIS: 0412000116
DIST-CO-RTE-PM04-MRN,SON-1-50.2/50.5,0.0/0.2
Work DescriptionREPLACE ESTERO BRIDGE AND REALIGN APPROACHING ROADWAY; Bridge No. 27-0121
Location DescriptionMARIN AND SONOMA COUNTIES NEAR VALLEY FORD FROM 0.4 MILE SOUTH OF ESTERO AMERICANO BRIDGE TO 0.2 MILE NORTH OF ESTERO AMERICANO BRIDGE
Sample Information
Sample Taken Date6/20/2018 Sample Unique Key40
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutescylinders From where was the sample collectedJob Site
First name of sampler or witnessed byKeith Last name of sampler or witnessed byIwamoto
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number161418
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNOT PROVIDED
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: 2018-06-20-40
DIME Test ID: 2018-06-20-40-1
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: 2018-07-18
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/18/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 113362 lb
Maximum load on cylinder 2: 111818 lb
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3983.2 psi
Compressive strength of cylinder 2: 3929.0 psi
Compressive strength (to nearest 10 psi):3960 psi
General comments (publicly viewable) (Max 250 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

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

Test was verified on 07/18/2018