Test 2021-02-06-3-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
Sample Information
Sample Taken Date2/6/2021 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 testing2/9/2021
Sample typeQuality Assurance A brief description of the sampleCONCERETE CYLINDERS
The quantity of what the sample constitutes6 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byPaul Last name of sampler or witnessed byPastora
Title of sampler Laboratory sample identification999-26B
The fabricator/manufacturer/facility nameRVC Transportation Laboratory (TL) Number999-26B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberCTS-30-RAM
The truck number from where the sample was collected19 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 collectedSTA 13149 60 FWY EB Etiwanda Onramp Gore Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-02-06-3
DIME Test ID: 2021-02-06-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-03-04
Test Results

Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 02/13/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 20990 lb
Maximum load on cylinder 2: 20990 lb
Maximum load on cylinder 3: 20780 lb
Maximum load on cylinder 4: 20300 lb
Maximum load on cylinder 5: 20360 lb
Maximum load on cylinder 6: 20220 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 4
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 4
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 742.5 psi
Compressive strength of cylinder 2: 742.5 psi
Compressive strength of cylinder 3: 737.4 psi
Compressive strength of cylinder 4: 718.1 psi
Compressive strength of cylinder 5: 720.2 psi
Compressive strength of cylinder 6: 715.2 psi
Compressive strength (to nearest 10 psi):730 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/04/2021