Summary for Test 2014-08-25-1-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209042
DEA: 044S4504
EFIS: 0400001238
DIST-CO-RTE-PM04-MRN-1-31.2
Award Date03/28/2014
Closeout Date07/17/2015
Work DescriptionCONSTRUCT STEEL SOLDIER PILES AND INSTALL MBGR.
Location DescriptionMARIN COUNTY NEAR POINT REYES STATION AT 1.9 MILES NORTH OF POINT REYES PETALUMA ROAD.
QA Service Level1 (Verified on 02/25/2014)

Sample Information

Sample Taken Date08/25/2014 Sample Unique Key1
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 testing08/29/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedOther
First name of sampler or witnessed byj Last name of sampler or witnessed bylight
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample IDNot set
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number4201a
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedna
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedTruck Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2014-08-25-1
DIME Test ID: 2014-08-25-1-1
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: 2014-09-22

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 09/22/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 152867 lb
Maximum load on cylinder 2: 155780 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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 5442.0 psi
Compressive strength of cylinder 2: 5545.7 psi
Compressive strength (to nearest 10 psi): 5490 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2014