Test 2015-03-13-10-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 7497
DEA: 042908E4
EFIS: 0400021249
COOP: 042396A3
DIST-CO-RTE-PM04-ALA-580-14.6/21.6
Work DescriptionROADWAY WIDENING AND REHABILITATION
Location DescriptionALAMEDA COUNTY IN LIVERMORE, PLEASANTON, AND DUBLIN FROM 0.3 MILE EAST OF AIRWAY BOULEVARD OVERCROSSING TO 0.2 MILE WEST OF SAN RAMON/FOOTHILL ROAD OVERCROSSING
Sample Information
Sample Taken Date3/13/2015 Sample Unique Key10
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 testing4/3/2015
Sample typeVerification A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 concrete cylinder From where was the sample collectedJob Site
First name of sampler or witnessed byM Last name of sampler or witnessed bySaberi
Title of samplerASR Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number207322
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design number1519161
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfield Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-03-13-10
DIME Test ID: 2015-03-13-10-1
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: 2015-04-10
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 04/10/2015
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: 118473 lb
Maximum load on cylinder 2: 121385 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: 4190.8 psi
Compressive strength of cylinder 2: 4293.8 psi
Compressive strength (to nearest 10 psi):4240 psi
General comments (publicly viewable) (Max 1000 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 04/10/2015