Test 2020-09-29-19-3 (ASTM C39-10) 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 Date9/29/2020 Sample Unique Key19
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 testing9/29/2020
Sample typeQuality Control A brief description of the samplePCC 6"x12" test cylinder
The quantity of what the sample constitutes2 girders From where was the sample collectedManufacturer
First name of sampler or witnessed byJorge Last name of sampler or witnessed byGarcia
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 namePondorado Road UC
Material Information
Material TypeConcrete The concrete mix design numberSCC-S98-25FA
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2530
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDischarge chute from back of truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-09-29-19
DIME Test ID: 2020-09-29-19-3
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-07
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jorge Garcia
Date of test: 10/06/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 233960 lb
Maximum load on cylinder 2: 221780 lb
Maximum load on cylinder 3: 249125 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 3
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
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):8310 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/07/2020