Test 2021-07-02-14-2 (ASTM C39-17a) 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 Date7/2/2021 Sample Unique Key14
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 testing7/7/2021
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes12 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byRaymond Last name of sampler or witnessed byMacy
Title of samplerASR Laboratory sample identification
The fabricator/manufacturer/facility nameLehigh Transportation Laboratory (TL) Number174464
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameStage 2B approach slabs
Material Information
Material TypeConcrete The concrete mix design numberAE075CC5WA
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedTruck chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-07-02-14
DIME Test ID: 2021-07-02-14-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-30
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 07/30/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 44578 lbf
Maximum load on cylinder 2: 48635 lbf
Maximum load on cylinder 3: 55023 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 3495.0 psi
Compressive strength of cylinder 2: 3832.0 psi
Compressive strength of cylinder 3: 4335 psi
Compressive strength (to nearest 10 psi):3890 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3

Test was verified on 07/30/2021