Test 2017-12-07-3-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 7428
DEA: 07215944
EFIS: 0700001834
DIST-CO-RTE-PM07-LA-5-4.0/5.9
Work DescriptionRECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location DescriptionLOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date12/7/2017 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes45 CY in Girder G2 6 From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerQA Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameOLDCASTLE PRECAST PERRIS Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79 Structure unique identifierBridge No 50 3060 Girder G2 6
Structure nameSant Antonio Dr UC
Material Information
Material TypeConcrete The concrete mix design numberUV-273
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collected57089
Concrete batch plantOnsite The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCastind Bed B1 Where the material sample would have been placed if not sampledCasting Bed B1 Girder G2 6
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2017-12-07-3
DIME Test ID: 2017-12-07-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-12-21
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 12/21/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 238900 lb
Maximum load on cylinder 2: 234090 lb
Type of fracture pattern of cylinder 1: 2
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: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 8477.6 psi
Compressive strength of cylinder 2: 8280.5 psi
Compressive strength (to nearest 10 psi):8380 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 12/21/2017