Summary for Test 2020-10-24-4-1

Test performed: ASTM C39-17a

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
Award Date04/18/2019
Closeout Date06/28/2022
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
QA Service Level1 (Verified on 06/17/2019)

Sample Information

Sample Taken Date10/24/2020 Sample Unique Key4
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 testing10/27/2020
Sample typeQuality Assurance A brief description of the sampleRSLCB CYLINDERS
The quantity of what the sample constitutes6 CYLINDERS RSLCB From where was the sample collectedJob Site
First name of sampler or witnessed byGEORGE Last name of sampler or witnessed byZACARIAS
Title of samplerRMA TECH Telephone number of sampler
Laboratory sample identification999-1024C Linked DIME Sample ID
The fabricator/manufacturer/facility nameSHORTLOAD CONCRETE Transportation Laboratory (TL) Number999-1024C
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 collected6 The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSITE Where the material sample would have been placed if not sampledWB 60 HAVEN TO MILLIKEN TAPER 1ST LOCATION STA 45985 TO 44324 AND 43025 TO 43025
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2020-10-24-4
DIME Test ID: 2020-10-24-4-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-11-02

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: 10/31/2020
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: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 55025 lb
Maximum load on cylinder 2: 50150 lb
Maximum load on cylinder 3: 96320 lb
Maximum load on cylinder 4: 52690 lb
Maximum load on cylinder 5: 52095 lb
Maximum load on cylinder 6: 63570 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 1
Type of fracture pattern of cylinder 6: 3
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
Age of specimen in hours: no data
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: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 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: 1946.4 psi
Compressive strength of cylinder 2: 1774.0 psi
Compressive strength of cylinder 3: 3395.1 psi
Compressive strength of cylinder 4: 1857.2 psi
Compressive strength of cylinder 5: 1842.8 psi
Compressive strength of cylinder 6: 2248.7 psi
Compressive strength (to nearest 10 psi): 2180 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/2/2020