Summary for Test 2015-08-21-1-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 210749
DEA: 081G5114
DIST-CO-RTE-PM08-RIV-10-57.6/127.0, R57.6-R127.0, R57.6/R127
Award Date08/07/2015
Closeout Date03/15/2016
Work DescriptionSecure bridges and build a crossover at Tex Wash
Location DescriptionIn Riverside County from Jct 86/10 to Arco Ditch
QA Service Level1 (Verified on 08/13/2015)

Sample Information

Sample Taken Date08/21/2015 Sample Unique Key1
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 testing08/25/2015
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byVICTOR Last name of sampler or witnessed byWAMI
Title of samplerASR Telephone number of sampler
Laboratory sample identification920-1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierI 10 TEX WASH BR EB
Structure nameABUTMENT 2 PILES AND 1

Material Information

Material TypeConcrete The concrete mix design number58245WH-8
The truck number from where the sample was collectedNP The batch plant ticket number from where the sample was collectedNP
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampled
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-08-21-1
DIME Test ID: 2015-08-21-1-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-18

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/18/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 148890 lb
Maximum load on cylinder 2: 137120 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5231.6 psi
Compressive strength of cylinder 2: 4833.3 psi
Compressive strength (to nearest 10 psi):5030 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/18/2015