Summary for Test 2021-04-02-8-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date04/02/2021 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing04/05/2021 Sample typeQuality Control
A brief description of the sample6x12 The quantity of what the sample constitutes6
From where was the sample collectedJob Site First name of sampler or witnessed byMicheal
Last name of sampler or witnessed byHobbs Title of samplerQA Inspector
Telephone number of sampler Laboratory sample identification1015-1A
Linked DIME Sample ID2021-04-02-8 The fabricator/manufacturer/facility namecemex
Transportation Laboratory (TL) Number1 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameSulton Ave OC
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number1610887
The truck number from where the sample was collected10070485 The batch plant ticket number from where the sample was collected29559001
Concrete batch plant The fabricator/manufacturer designation for the sampleCemex
A detailed description of where the material sample was collectedCenter span at bent cap,bridge deck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-04-02-8
DIME Test ID: 2021-04-02-8-1
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: 2021-04-21

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 04/12/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 123700 lb
Maximum load on cylinder 2: 126455 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 10 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4375.7 psi
Compressive strength of cylinder 2: 4457.3 psi
Compressive strength (to nearest 10 psi): 4420 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/21/2021 ✔