Test 2020-10-28-3-5 (ASTM C469-14) Summary

Project Information
Project IdentifiersProject ID: 213568
DEA: 034H6904
EFIS: 0319000026
DIST-CO-RTE-PM03-SAC-12-
Work DescriptionMajor Damage Restoration (Emergency Opening)
Location DescriptionNot set
Sample Information
Sample Taken Date10/28/2020 Sample Unique Key3
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 testing10/28/2020
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutescylinders From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed byMCCRUM
Title of samplerMREA Laboratory sample identification
The fabricator/manufacturer/facility nameGSB Transportation Laboratory (TL) Number000001
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number00000
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedfrom mix truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-10-28-3
DIME Test ID: 2020-10-28-3-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Test Release Date: 2020-10-30
Test Results

Number of Specimens: 3
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 10/29/2020
Predicted Compressive Strength (specimen 1): 4170 psi
Predicted Compressive Strength (specimen 2): 4170 psi
Predicted Compressive Strength (specimen 3): 4170 psi
Diameter (specimen 1): 5.98 in
Diameter (specimen 2): 5.97 in
Diameter (specimen 3): 5.98 in
Length (specimen 1): 12.13 in
Length (specimen 2): 12.25 in
Length (specimen 3): 12.21 in
Cross sectional area specimen 1: 28.0862 in^2
Cross-sectional Area (specimen 2): 27.9923 in^2
Cross-sectional Area (specimen 3): 28.0862 in^2
Age (specimen 1): 1 days
Age (specimen 2): 1 days
Age (specimen 3): 1 days
Static Modulus of Elasticity (specimen 1): 1.95 msi
Static Modulus of Elasticity (specimen 2): 2.11 msi
Static Modulus of Elasticity (specimen 3): 1.9 msi
Average Static Modulus of Elasticity: 1.9867 msi
Curing and environmental histories: 4hr mold
General comments (publicly viewable) (Max 1000 characters): 6 hr MOE

Test was verified on 10/30/2020