Summary for Test 2018-05-07-14-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 212354
DEA: 044K8504
EFIS: 0417000378
DIST-CO-RTE-PM04-MRN,MTRN-1-22.8, 22.80
Award Date06/21/2017
Closeout Date12/16/2021
Work DescriptionGiacomini Creek Bridge, Construct sheet pile wall, replace culvert
Location DescriptionROUTE 1, AT POSTMILE 22.8, NEAR BOLINAS, AT 0.52 MILES NORTH OF HORSESHOE HILL RD., MARIN COUNTY SLIPOUT, CONSTRUCT SOLDIER PILE WALL
QA Service Level1 (Verified on 05/01/2017)

Sample Information

Sample Taken Date05/07/2018 Sample Unique Key14
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 testing06/04/2018
Sample typeQuality Assurance A brief description of the sample2 conc cylinders
The quantity of what the sample constitutes18 CY From where was the sample collectedJob Site
First name of sampler or witnessed byJeremy Last name of sampler or witnessed byLight
Title of samplerStructure Representative Telephone number of sampler5103939273
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 identifier27 0122
Structure nameGiacomini Gulch Bridge

Material Information

Material TypeConcrete The concrete mix design number4700
The truck number from where the sample was collected1434 The batch plant ticket number from where the sample was collected463002
Concrete batch plantShamrock Petaluma The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedcollected from chute Where the material sample would have been placed if not sampledpile 7 Abutment 2
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-05-07-14
DIME Test ID: 2018-05-07-14-1
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: 2018-06-06

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/06/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 168875 lb
Maximum load on cylinder 2: 169057 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: 30 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5952.6 psi
Compressive strength of cylinder 2: 5959.0 psi
Compressive strength (to nearest 10 psi):5960 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 6/6/2018