Summary for Test 2015-09-21-3-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209788
DEA: 034F0704
EFIS: 0314000020
DIST-CO-RTE-PM03-SAC-50-17.1
Award Date10/31/2014
Closeout Date11/30/2017
Work DescriptionWIDEN STRUCTURE, EXTEND WEAVE LANE, AND ADD RAMP METERING.
Location DescriptionSACRAMENTO COUNTY AT NATOMA OVERHEAD
QA Service Level1 (Verified on 12/26/2014)

Sample Information

Sample Taken Date09/21/2015 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 testing09/23/2015
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 6x12 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byMatt Last name of sampler or witnessed byGiovannoni
Title of samplerASR Telephone number of sampler2096623492
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameFolsom Ready Mix 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 numberF718AFST0
The truck number from where the sample was collected39 The batch plant ticket number from where the sample was collected1069718
Concrete batch plant1B 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 sampledStem and Soffit
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-09-21-3
DIME Test ID: 2015-09-21-3-1
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: 2015-10-19

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: 10/19/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 111996 lb
Maximum load on cylinder 2: 108769 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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 3947.7 psi
Compressive strength of cylinder 2: 3898.5 psi
Compressive strength (to nearest 10 psi): 3920 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 10/19/2015