Test 2016-03-07-2-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 7463
DEA: 042640U4
EFIS: 0412000195
DIST-CO-RTE-PM04-SON-101-0.9/3.6
Work DescriptionCONSTRUCT PETALUMA BLVD SOUTH INTERCHANGE, REPLACE PETALUMA RIVER BR
Location DescriptionSONOMA COUNTY IN AND NEAR PETALUMA FROM GUNN DRIVE TO ROUTE 101/116 SEPARATION AND OVERHEAD
Sample Information
Sample Taken Date3/7/2016 Sample Unique Key2
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 sample2 6x12 concrete cylinders
The quantity of what the sample constitutes36 CY PT Blockouts End Diaphragms Closure From where was the sample collectedJob Site
First name of sampler or witnessed byJeremy Last name of sampler or witnessed byLight
Title of samplerTEC Laboratory sample identification
The fabricator/manufacturer/facility nameShamrock Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier200295
Structure namePetaluma River Bridge
Material Information
Material TypeConcrete The concrete mix design number4100A
The truck number from where the sample was collected1951 The batch plant ticket number from where the sample was collected436239
Concrete batch plant04 The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledA1 A6 Dia Closure pours and PT Blockouts
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2016-03-07-2
DIME Test ID: 2016-03-07-2-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-04-04
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: 04/04/2016
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: 158861 lb
Maximum load on cylinder 2: 152065 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: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5619.4 psi
Compressive strength of cylinder 2: 5379.0 psi
Compressive strength (to nearest 10 psi):5500 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 04/04/2016