Test 2015-09-17-5-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209553
DEA: 08336304
EFIS: 0800000608
DIST-CO-RTE-PM08-SBD-38-26.3/26.8
Work DescriptionBRIDGE DECK REPLACEMENT
Location DescriptionSAN BERNARDINO COUNTY NEAR BARTON FLATS AT HATHAWAY CREEK BRIDGE
Sample Information
Sample Taken Date9/17/2015 Sample Unique Key5
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 testing9/21/2015
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 byE Last name of sampler or witnessed byHAMEL
Title of samplerTET Laboratory sample identification906-3
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number3
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameHATHAWAY BR DECK NB
Material Information
Material TypeConcrete The concrete mix design numberC97339 SE
The truck number from where the sample was collected201 The batch plant ticket number from where the sample was collected299155
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 5 Where the material sample would have been placed if not sampledUnknown
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-09-17-5
DIME Test ID: 2015-09-17-5-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-10-08
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: 10/01/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 120100 lb
Maximum load on cylinder 2: 129150 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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4275.5 psi
Compressive strength of cylinder 2: 4597.7 psi
Compressive strength (to nearest 10 psi):4440 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/08/2015