Summary for Test 2020-03-07-2-1

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 Date03/07/2020 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing03/09/2020 Sample typeQuality Assurance
A brief description of the sample6x12 RSLCB cylinders The quantity of what the sample constitutes6
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 identification999-307B
Linked DIME Sample ID The fabricator/manufacturer/facility nameNA
Transportation Laboratory (TL) Number999-307B Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberNA
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantNA The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedJob Site Where the material sample would have been placed if not sampledEB RTE 60 LANE 3 AND 4 37492 TO 38683
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2020-03-07-2
DIME Test ID: 2020-03-07-2-1
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: 2020-03-19

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 03/14/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.02 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 46090 lb
Maximum load on cylinder 2: 46065 lb
Maximum load on cylinder 3: 44765 lb
Maximum load on cylinder 4: 46665 lb
Maximum load on cylinder 5: 46405 lb
Maximum load on cylinder 6: 46045 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Correction factor for cylinder 6: 1.00
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 1624.6 psi
Compressive strength of cylinder 2: 1629.5 psi
Compressive strength of cylinder 3: 1583.5 psi
Compressive strength of cylinder 4: 1639.7 psi
Compressive strength of cylinder 5: 1635.7 psi
Compressive strength of cylinder 6: 1628.8 psi
Compressive strength (to nearest 10 psi): 1620 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/19/2020 ✔