Test 2021-04-15-9-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-
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
Sample Information
Sample Taken Date4/15/2021 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 testing4/16/2021
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byKevin Last name of sampler or witnessed byOluoha
Title of samplerQA Inspector Laboratory sample identification1015-415
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number1015-415
Inspector Lot Number from the Transportation Laboratory (TL) Form1 Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberG3-18-PCC-135
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNA
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedNOT PROVIDED Where the material sample would have been placed if not sampledSTA 155950 13
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-04-15-9
DIME Test ID: 2021-04-15-9-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-05-13
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: 05/13/2021
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: 115270 lb
Maximum load on cylinder 2: 114160 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
Age of specimen in hours: no data
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: 4077.5 psi
Compressive strength of cylinder 2: 4024.0 psi
Compressive strength (to nearest 10 psi):4050 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/13/2021