Summary for Test 2021-04-16-12-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award DateNot set
Closeout DateNot set
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date04/16/2021 Sample Unique Key12
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 testing04/17/2021
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byKevin Last name of sampler or witnessed byOluoha
Title of sampler Telephone number of sampler
Laboratory sample identification1012-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCOFFMAN Transportation Laboratory (TL) Number 22
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number1906-23
The truck number from where the sample was collectedna The batch plant ticket number from where the sample was collected1841424373
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedJOB Where the material sample would have been placed if not sampledsta 213 50
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-04-16-12
DIME Test ID: 2021-04-16-12-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-23

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: 04/23/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 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: 25600 lb
Maximum load on cylinder 2: 25800 lb
Maximum load on cylinder 3: 25100 lb
Maximum load on cylinder 4: 25050 lb
Maximum load on cylinder 5: 25200 lb
Maximum load on cylinder 6: 24950 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
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: 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: 28.27 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: 905.6 psi
Compressive strength of cylinder 2: 912.6 psi
Compressive strength of cylinder 3: 887.9 psi
Compressive strength of cylinder 4: 886.1 psi
Compressive strength of cylinder 5: 891.4 psi
Compressive strength of cylinder 6: 882.6 psi
Compressive strength (to nearest 10 psi):890 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/23/2021