Test 2016-11-15-4-3 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210696
DEA: 080M2804
EFIS: 0800000472
DIST-CO-RTE-PM08-SBD-15-171.8/173.8
Work DescriptionBRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location DescriptionIn SBD County
Sample Information
Sample Taken Date11/15/2016 Sample Unique Key4
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 testing11/21/2016
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed bySUNGRO Last name of sampler or witnessed byCHO
Title of samplerASR Laboratory sample identification942-S2
The fabricator/manufacturer/facility nameCALPORTLAND Transportation Laboratory (TL) Number010-2NDSET
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierCENDA DITCH BRIDGE
Structure nameCENDA DITCH BRIDGE AT MOUNTAIN PASS
Material Information
Material TypeConcrete The concrete mix design numberP40AF0233
The truck number from where the sample was collected8187 The batch plant ticket number from where the sample was collectedS490878
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 sampledCENDA DITCH BRIDGE SOFIT AND STEM STAGE 1
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-11-15-4
DIME Test ID: 2016-11-15-4-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-12-20
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: 12/13/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 113540 lb
Maximum load on cylinder 2: 114530 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 4069.5 psi
Compressive strength of cylinder 2: 4105.0 psi
Compressive strength (to nearest 10 psi):4090 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/13/2016