Test 2015-06-22-3-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209788
DEA: 034F0704
EFIS: 0314000020
DIST-CO-RTE-PM03-SAC-50-17.1
Work DescriptionWIDEN STRUCTURE, EXTEND WEAVE LANE, AND ADD RAMP METERING.
Location DescriptionSACRAMENTO COUNTY AT NATOMA OVERHEAD
Sample Information
Sample Taken Date6/22/2015 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 testing6/26/2015
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinder
The quantity of what the sample constitutes4 6x12 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byMiller
Title of samplerASR Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier24 0120
Structure nameNatoma OH
Material Information
Material TypeConcrete The concrete mix design numberF628AFST0
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 collectedDischarge from concrete truck into wheelbarrow Where the material sample would have been placed if not sampledBent 4 Columns
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-06-22-3
DIME Test ID: 2015-06-22-3-1
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: 2015-07-20
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: 07/20/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 112855 lb
Maximum load on cylinder 2: 114482 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: 27.99 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 4032.0 psi
Compressive strength of cylinder 2: 4103.3 psi
Compressive strength (to nearest 10 psi):4070 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 07/20/2015