Summary for Test 2017-11-16-3-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211070
DEA: 080Q3004
EFIS: 0800020191
DIST-CO-RTE-PM08-SBD-138-R17.1/R19.2
Award Date04/18/2016
Closeout Date09/28/2020
Work DescriptionREALIGN SECTION OF STATE ROUTE 138
Location DescriptionNear Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138
QA Service Level1 (Verified on 04/27/2016)

Sample Information

Sample Taken Date11/16/2017 Sample Unique Key3
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 testing11/22/2017
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylindes
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byEDDY Last name of sampler or witnessed bySCOTT
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification955-1B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameRobertsons Lucerne Valley Transportation Laboratory (TL) Number2B
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierHOG RANCH STEM AND SOFFIT
Structure nameHOG RANCH

Material Information

Material TypeConcrete The concrete mix design numberRRM09013
The truck number from where the sample was collected1962 The batch plant ticket number from where the sample was collected3118427
Concrete batch plantRobertsons Batch Plant Lucerne The fabricator/manufacturer designation for the sampleRobertsons Batch Plant Lucerne
A detailed description of where the material sample was collectedchute Where the material sample would have been placed if not sampledHOG RANCH STEM AND SOFFIT POUR STATION 87PLUS28 TO 88PLUS74
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-11-16-3
DIME Test ID: 2017-11-16-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-11-30

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: 11/30/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 134340 lb
Maximum load on cylinder 2: 140170 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4752.0 psi
Compressive strength of cylinder 2: 4958.3 psi
Compressive strength (to nearest 10 psi):4860 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2017