Summary for Test 2018-07-05-7-3

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213153
DEA: 044S7804
EFIS: 0400020145
DIST-CO-RTE-PM04-MRN-1-24.7
Award Date04/26/2018
Closeout Date10/17/2019
Work DescriptionREPLACE EXISTING CULVERTS WITH 36' REINFORCED CONCRETE SLAB BRIDGE.
Location DescriptionMARIN COUNTY NEAR OLEMA AT 1.8 MILES SOUTH OF SIR FRANCIS DRAKE BOULEVARD
QA Service Level1 (Verified on 06/12/2018)

Sample Information

Sample Taken Date07/05/2018 Sample Unique Key7
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 testing07/11/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes36 cy From where was the sample collectedJob Site
First name of sampler or witnessed byPak Last name of sampler or witnessed byPaksaichol
Title of samplerAssistant SR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameShamrock Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameOlema Cr Bridge

Material Information

Material TypeConcrete The concrete mix design number4700
The truck number from where the sample was collected167591 The batch plant ticket number from where the sample was collected167591
Concrete batch plantShamrock Materials The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedConcrete Chute Where the material sample would have been placed if not sampledCIDH PIles
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-07-05-7
DIME Test ID: 2018-07-05-7-3
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: 2018-07-26

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: 07/26/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 166609 lb
Maximum load on cylinder 2: 174661 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: 21 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 5833.6 psi
Compressive strength of cylinder 2: 6115.6 psi
Compressive strength (to nearest 10 psi): 5970 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 7/26/2018