Test 2019-04-22-3-2 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Sample Information
Sample Taken Date4/22/2019 Sample Unique Key3
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 testing4/23/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byDaniel Last name of sampler or witnessed bymeza
Title of samplerASR Laboratory sample identification946-762
The fabricator/manufacturer/facility nameHolliday Rock Transportation Laboratory (TL) Number14762
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierAUSTIN VAULT FOOTING
Structure nameAUSTIN VAULT FOOTING
Material Information
Material TypeConcrete The concrete mix design number3F40L003
The truck number from where the sample was collected195 The batch plant ticket number from where the sample was collected1042342
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleATKINSON
A detailed description of where the material sample was collected3cy Where the material sample would have been placed if not sampledAUSTIN VAULT FOOTING
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-04-22-3
DIME Test ID: 2019-04-22-3-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-05-24
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 05/20/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 111360 lb
Maximum load on cylinder 2: 128680 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3925.3 psi
Compressive strength of cylinder 2: 4535.8 psi
Compressive strength (to nearest 10 psi):4230 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/23/2019