Test 2020-10-08-49-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214572
DEA: 034E62U4
EFIS: 0319000068
DIST-CO-RTE-PM03-ED-50-18.5/24.2
Work DescriptionCONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
Sample Information
Sample Taken Date10/8/2020 Sample Unique Key49
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 testing10/9/2020
Sample typeQuality Control A brief description of the sampleSCC concrete
The quantity of what the sample constitutesTwo girders From where was the sample collectedManufacturer
First name of sampler or witnessed byTrevor Last name of sampler or witnessed byLaws
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCon-Fab California LLC 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 numberSCC-S98-25FA
The truck number from where the sample was collected173 The batch plant ticket number from where the sample was collected2567
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBed One Where the material sample would have been placed if not sampledin girders
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-10-08-49
DIME Test ID: 2020-10-08-49-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-06-04
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Trevor Laws
Date of test: 10/15/2020
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 196224 lb
Maximum load on cylinder 2: 188307 lb
Maximum load on cylinder 3: 191134 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
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
Compressive strength (to nearest 10 psi):6790 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/04/2021