Summary for Test 2018-07-27-8-4

Test performed: ASTM C39-17a

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 Date07/27/2018 Sample Unique Key8
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 testing08/03/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes36cy From where was the sample collectedJob Site
First name of sampler or witnessed byPak Last name of sampler or witnessed bymarr
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

Material Information

Material TypeConcrete The concrete mix design number3172GG-F-SRA
The truck number from where the sample was collected1418 The batch plant ticket number from where the sample was collected466282
Concrete batch plantShamrock The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledAbut 1
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-07-27-8
DIME Test ID: 2018-07-27-8-4
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: 2018-08-06

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: 08/06/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 122272 lb
Maximum load on cylinder 2: 122576 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: 10 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.65 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4267.8 psi
Compressive strength of cylinder 2: 4307.0 psi
Compressive strength (to nearest 10 psi): 4290 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 8/6/2018