Summary for Test 2019-05-30-9-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Award Date11/16/2015
Closeout Date07/11/2022
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
QA Service Level1 (Verified on 03/07/2016)

Sample Information

Sample Taken Date05/30/2019 Sample Unique Key9
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 testing05/31/2019
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 Telephone number of sampler
Laboratory sample identification946-4762 Linked DIME Sample ID
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number14762
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameAustin Vault Walls East West Side and Midle

Material Information

Material TypeConcrete The concrete mix design number3F40L003
The truck number from where the sample was collected647 The batch plant ticket number from where the sample was collected101144017
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleATKINSON
A detailed description of where the material sample was collectedAustin Vault Walls East West Side and Midle Where the material sample would have been placed if not sampledAustin Vault Walls East West Side and Midle
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-05-30-9
DIME Test ID: 2019-05-30-9-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-06-18

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: 06/13/2019
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: 111900 lb
Maximum load on cylinder 2: 111600 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 14 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: 3944.3 psi
Compressive strength of cylinder 2: 3933.7 psi
Compressive strength (to nearest 10 psi):3940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/18/2019