Summary for Test 2017-05-24-9-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 212036
DEA: 044K2404
EFIS: 0417000284
DIST-CO-RTE-PM04-MRN,MRN-1-10.9, 10.8/10.9, 10.90, 6.6/10.9
Award Date01/31/2017
Closeout DateNot set
Work DescriptionConstruct Solier Pile Wall
Location DescriptionNot set
QA Service Level1 (Verified on 03/17/2017)

Sample Information

Sample Taken Date05/24/2017 Sample Unique Key9
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/16/2017
Sample typeQuality Assurance A brief description of the sample6X12 cylinders
The quantity of what the sample constitutes2 6x12 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed bySarah Last name of sampler or witnessed byRusby
Title of samplerTransportation Enginner Telephone number of sampler1-510-867-4549
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRetaining Wall 2

Material Information

Material TypeConcrete The concrete mix design number4700P
The truck number from where the sample was collected1808 The batch plant ticket number from where the sample was collected155045
Concrete batch plant348436 The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBack of the truck Chute Where the material sample would have been placed if not sampledretaining wall 9
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2017-05-24-9
DIME Test ID: 2017-05-24-9-1
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: 2017-06-21

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 06/21/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 158780 lb
Maximum load on cylinder 2: 161605 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5596.8 psi
Compressive strength of cylinder 2: 5678.3 psi
Compressive strength (to nearest 10 psi):5640 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 6/21/2017