Test 2021-04-05-8-1 (ASTM C39-17a) Summary

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Project Information
Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
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.
Sample Information
Sample Taken Date4/5/2021 Sample Unique Key8
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 testing4/5/2021
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 byKennedy Last name of sampler or witnessed byEubany
Title of samplerQA Inspector Laboratory sample identification1012-19
The fabricator/manufacturer/facility nameCOFFMAN Transportation Laboratory (TL) NumberSET 19
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 collected62 The batch plant ticket number from where the sample was collected6
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 sampledI10 EB LINE H SHOULDER STA 55600
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-04-05-8
DIME Test ID: 2021-04-05-8-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-21
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: 04/12/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.97 in
Average diameter of cylinder 3: 5.97 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 5.96 in
Average diameter of cylinder 6: 5.97 in
Maximum load on cylinder 1: 26160 lb
Maximum load on cylinder 2: 26120 lb
Maximum load on cylinder 3: 27320 lb
Maximum load on cylinder 4: 27740 lb
Maximum load on cylinder 5: 27720 lb
Maximum load on cylinder 6: 27160 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 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: 28.09 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Cross sectional area of cylinder 3: 27.99 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 27.9 in^2
Cross sectional area of cylinder 6: 27.99 in^2
Compressive strength of cylinder 1: 931.3 psi
Compressive strength of cylinder 2: 933.2 psi
Compressive strength of cylinder 3: 976.1 psi
Compressive strength of cylinder 4: 981.3 psi
Compressive strength of cylinder 5: 993.5 psi
Compressive strength of cylinder 6: 970.3 psi
Compressive strength (to nearest 10 psi):960 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/21/2021