Summary for Test 2015-11-19-6-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 2347
DEA: 044A07U4
EFIS: 0400020643
COOP: 042443
DIST-CO-RTE-PM04-ALA-580-R4.7/R8.2
Award Date06/18/2012
Closeout Date01/03/2018
Work DescriptionCONST TRUCK CLIMBING LANE, RET. WALLS, AND REHAB TRAVELED WAY.
Location DescriptionALAMEDA COUNTY IN AND NEAR LIVERMORE FROM 1.0 MILE EAST OF NORTH FLYNN ROAD TO GREENVILLE ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/31/2012)

Sample Information

Sample Taken Date11/19/2015 Sample Unique Key6
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 testing11/23/2015
Sample typeQuality Control A brief description of the sampleconcrete
The quantity of what the sample constitutescylinders From where was the sample collectedJob Site
First name of sampler or witnessed byM Last name of sampler or witnessed bySabere
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameunknown Transportation Laboratory (TL) Number207340
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberunknown
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedunknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedtruck Where the material sample would have been placed if not sampledret wall 5
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-11-19-6
DIME Test ID: 2015-11-19-6-1
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: 2015-12-03

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: 12/03/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 105179 lb
Maximum load on cylinder 2: 107538 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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3769.9 psi
Compressive strength of cylinder 2: 3828.3 psi
Compressive strength (to nearest 10 psi): 3800 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 12/3/2015