Summary for Test 2021-04-20-16-1

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 Date04/20/2021 Sample Unique Key16
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 testing04/21/2021
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byIvan Last name of sampler or witnessed byLopez
Title of sampler Telephone number of sampler
Laboratory sample identification999-420 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

Material Information

Material TypeConcrete The concrete mix design numberCTS 30 RAM
The truck number from where the sample was collected3 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 collectedVineyard off ramp lane 1 WB Route 60 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-04-20-16
DIME Test ID: 2021-04-20-16-1
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: 2021-04-27

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 04/27/2021
Average diameter of cylinder 1: 6.00 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: 5.99 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 5.99 in
Maximum load on cylinder 1: 31370 lb
Maximum load on cylinder 2: 31830 lb
Maximum load on cylinder 3: 30985 lb
Maximum load on cylinder 4: 32080 lb
Maximum load on cylinder 5: 31550 lb
Maximum load on cylinder 6: 31655 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
Type of fracture pattern of cylinder 6: 1
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: 0 hours
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: 28.27 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.18 in^2
Compressive strength of cylinder 1: 1109.7 psi
Compressive strength of cylinder 2: 1125.9 psi
Compressive strength of cylinder 3: 1096 psi
Compressive strength of cylinder 4: 1138.4 psi
Compressive strength of cylinder 5: 1116 psi
Compressive strength of cylinder 6: 1123.3 psi
Compressive strength (to nearest 10 psi): 1120 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/27/2021