Summary for Test 2018-10-16-17-2

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 Date10/16/2018 Sample Unique Key17
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 testing10/17/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byOscar Last name of sampler or witnessed byRodriguez
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification946-v41016 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHOLIDAY upland Transportation Laboratory (TL) Numberv41016
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierkellogg ramp deck pour
Structure namekellogg ramp deck pour

Material Information

Material TypeConcrete The concrete mix design number3C6FX301
The truck number from where the sample was collected275 The batch plant ticket number from where the sample was collected134402
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleATKINSON
A detailed description of where the material sample was collected5 cy Where the material sample would have been placed if not sampledkellogg ramp deck pour
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-10-16-17
DIME Test ID: 2018-10-16-17-2
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: 2018-11-07

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JG
Date of test: 10/30/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 145050 lb
Maximum load on cylinder 2: 145540 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: 28.27 in^2
Compressive strength of cylinder 1: 5112.8 psi
Compressive strength of cylinder 2: 5148.2 psi
Compressive strength (to nearest 10 psi): 5130 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/31/2018