Test 2020-12-08-2-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
DIST-CO-RTE-PM08-RIV-15-15-54.2/54.3
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
Sample Information
Sample Taken Date12/8/2020 Sample Unique Key2
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 testing12/9/2020
Sample typeQuality Assurance A brief description of the sample4 Concrete Cylinders
The quantity of what the sample constitutes4 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byRAMY Last name of sampler or witnessed byM
Title of samplerTET Laboratory sample identification1013-61
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number145761
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number93-20-PCC-215
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 sampleNA
A detailed description of where the material sample was collectedNA Where the material sample would have been placed if not sampledUNKNOWN
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-12-08-2
DIME Test ID: 2020-12-08-2-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-12-28
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 12/15/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 82785 lb
Maximum load on cylinder 2: 84255 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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
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: 28.46 in^2
Compressive strength of cylinder 1: 2918.0 psi
Compressive strength of cylinder 2: 2960.5 psi
Compressive strength (to nearest 10 psi):2940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/28/2020