Test 2017-05-24-8-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211070
DEA: 080Q3004
EFIS: 0800020191
DIST-CO-RTE-PM08-SBD-138-R17.1/R19.2
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
Sample Information
Sample Taken Date5/24/2017 Sample Unique Key8
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 testing5/31/2017
Sample typeQuality Control A brief description of the sample6X12
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 Laboratory sample identification955-524
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number20170524
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier87 28 TO 88 73
Structure nameHOG RANCH CREEK ABUT 1 AND 2 FOTTINGS
Material Information
Material TypeConcrete The concrete mix design numberSC675B38
The truck number from where the sample was collected1696 The batch plant ticket number from where the sample was collected2703867
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-05-24-8
DIME Test ID: 2017-05-24-8-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-06-21
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 06/21/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 161410 lb
Maximum load on cylinder 2: 159810 lb
Type of fracture pattern of cylinder 1: 1
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: 28.46 in^2
Compressive strength of cylinder 1: 5671.5 psi
Compressive strength of cylinder 2: 5615.2 psi
Compressive strength (to nearest 10 psi):5640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/21/2017