Test 2020-07-28-30-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214581
DEA: 010E7304
EFIS: 0115000004
DIST-CO-RTE-PM01-LAK-29-17.7/20.7
Work DescriptionROADWAY EXCAVATION, PLACE RHMA AND HMA(TYPE A).
Location DescriptionLAKE COUNTY AT LOWER LAKE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF C STREET TO 0.1 MILE NORTH OF BELL PARK AVENUE
Sample Information
Sample Taken Date7/28/2020 Sample Unique Key30
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 testing7/29/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes1 days production From where was the sample collectedManufacturer
First name of sampler or witnessed byWilfredo Last name of sampler or witnessed byBucaneg
Title of samplerQC Inspector Laboratory sample identification7-28 a and b
The fabricator/manufacturer/facility nameForterra Pipe and Precast Florin Rd Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier17-0000
Structure nameRoute 29 Lower Lake
Material Information
Material TypeConcrete The concrete mix design number5H
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1
Concrete batch plantForterra Pipe and Precast The fabricator/manufacturer designation for the sampleBatch
A detailed description of where the material sample was collectedconveyor belt Where the material sample would have been placed if not sampledBox Culvert
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-07-28-30
DIME Test ID: 2020-07-28-30-2
Testing Lab: Forterra
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-08-10
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Joe Buckley
Date of test: 08/04/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 146195 lb
Maximum load on cylinder 2: 152670 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 168 hours
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):5290 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/10/2020