Test 2021-05-06-6-1 (ASTM C39-18) 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 Date5/6/2021 Sample Unique Key6
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 testing5/8/2021
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes5 From where was the sample collectedJob Site
First name of sampler or witnessed byRuben Last name of sampler or witnessed byLopez
Title of samplerQA Inspector Laboratory sample identification1013-506
The fabricator/manufacturer/facility namesecurity paving joint venture 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 number1419984
The truck number from where the sample was collected100770462 The batch plant ticket number from where the sample was collected29622840
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedRainbow Rd I 25 North Bound Post Mile 0.0 3.1 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-05-06-6
DIME Test ID: 2021-05-06-6-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-05-12
Test Results

Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 05/11/2021
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 5.97 in
Average diameter of cylinder 4: 5.97 in
Average diameter of cylinder 5: 5.97 in
Maximum load on cylinder 1: 23750 lb
Maximum load on cylinder 2: 23260 lb
Maximum load on cylinder 3: 23530 lb
Maximum load on cylinder 4: 23400 lb
Maximum load on cylinder 5: 23830 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: 1
Type of fracture pattern of cylinder 5: 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
Age of specimen: 5 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 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: 27.99 in^2
Cross sectional area of cylinder 5: 27.99 in^2
Compressive strength of cylinder 1: 848.5 psi
Compressive strength of cylinder 2: 831.0 psi
Compressive strength of cylinder 3: 840.7 psi
Compressive strength of cylinder 4: 836 psi
Compressive strength of cylinder 5: 851.4 psi
Compressive strength (to nearest 10 psi):840 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/12/2021