Summary for Test 2021-04-26-16-1

Test performed: ASTM C39-18

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 Date04/26/2021 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing04/30/2021 Sample typeQuality Assurance
A brief description of the sampleconcrete cylinders The quantity of what the sample constitutes6
From where was the sample collectedFabricator First name of sampler or witnessed byIvan
Last name of sampler or witnessed byLopez Title of sampler
Telephone number of sampler Laboratory sample identification999-426
Linked DIME Sample ID The fabricator/manufacturer/facility nameSLC
Transportation Laboratory (TL) Number 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 numberCTS 30 RAM
The truck number from where the sample was collected14 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 collectedGrove off ramp MPV Turn out EB Route 60 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-04-26-16
DIME Test ID: 2021-04-26-16-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-05-06

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 Mendez
Date of test: 05/03/2021
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 5.99 in
Average diameter of cylinder 6: 6.01 in
Maximum load on cylinder 1: 20660 lb
Maximum load on cylinder 2: 20450 lb
Maximum load on cylinder 3: 20870 lb
Maximum load on cylinder 4: 20780 lb
Maximum load on cylinder 5: 20890 lb
Maximum load on cylinder 6: 20990 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 4
Type of fracture pattern of cylinder 5: 4
Type of fracture pattern of cylinder 6: 4
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: 0 hours
Cross sectional area of cylinder 1: 28.18 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: 28.27 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Cross sectional area of cylinder 6: 28.37 in^2
Compressive strength of cylinder 1: 733.1 psi
Compressive strength of cylinder 2: 723.4 psi
Compressive strength of cylinder 3: 738.2 psi
Compressive strength of cylinder 4: 735.1 psi
Compressive strength of cylinder 5: 741.3 psi
Compressive strength of cylinder 6: 739.9 psi
Compressive strength (to nearest 10 psi): 740 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/6/2021 ✔