Test 2016-09-28-18-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209918
DEA: 07274804
EFIS: 0700000516
DIST-CO-RTE-PM07-LA-18-0.2
Work DescriptionREPLACE BRIDGE DECK AND RAILING, REPAIR BENT CAPS AND COLUMNS.
Location DescriptionLOS ANGELES COUNTY AT LLANO AT COUNTY LINE OVERHEAD
Sample Information
Sample Taken Date9/28/2016 Sample Unique Key18
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 testing9/30/2016
Sample typeQuality Assurance A brief description of the sampleConcrete 6 x 12 Cylinders
The quantity of what the sample constitutes10 From where was the sample collectedJob Site
First name of sampler or witnessed byA Last name of sampler or witnessed byAMBAYE
Title of samplerASR Laboratory sample identification936-A1
The fabricator/manufacturer/facility nameHI GRADE MATERIALS Transportation Laboratory (TL) Number786-A1
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberSITI72A2
The truck number from where the sample was collected185 The batch plant ticket number from where the sample was collected1
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 sampledBRIDGE DECK REPLACEMENT LIANO CALIFORNIA
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-09-28-18
DIME Test ID: 2016-09-28-18-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-13
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 10/10/2016
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: 110050 lb
Maximum load on cylinder 2: 112630 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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: 12 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: 3866.8 psi
Compressive strength of cylinder 2: 3957.5 psi
Compressive strength (to nearest 10 psi):3910 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2016