Summary for Test 2020-08-28-11-1

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 Date08/28/2020 Sample Unique Key11
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 testing08/31/2020
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 byFattam Last name of sampler or witnessed byKazi
Title of samplerMaterial Tester Telephone number of sampler
Laboratory sample identification1015-828 Linked DIME Sample ID2020-08-28-11
The fabricator/manufacturer/facility nameCemex Lytle Creek Transportation Laboratory (TL) Number2
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number1610974
The truck number from where the sample was collected10067817 The batch plant ticket number from where the sample was collected41111051
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDischarge from concrete truck load 115 into wheelbarrow Where the material sample would have been placed if not sampledSTA 16 10 EB Retainning Wall Footing 6th and Grove St
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2020-08-28-11
DIME Test ID: 2020-08-28-11-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-09-25

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 09/25/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 167600 lb
Maximum load on cylinder 2: 159495 lb
Type of fracture pattern of cylinder 1: 1
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5928.5 psi
Compressive strength of cylinder 2: 5641.8 psi
Compressive strength (to nearest 10 psi):5790 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/25/2020