Summary for Test 2021-07-02-14-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 214572
DEA: 034E62U4
EFIS: 0319000068
DIST-CO-RTE-PM03-ED-50-18.5/24.2
Award Date05/04/2020
Closeout DateNot set
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
QA Service Level1 (Verified on 03/18/2020)

Sample Information

Sample Taken Date07/02/2021 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 testing07/07/2021
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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: 2021-07-02-14-1
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: 2021-07-09

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: 07/09/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 40011 lbf
Maximum load on cylinder 2: 42384 lbf
Maximum load on cylinder 3: 40214 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 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: 3152.0 psi
Compressive strength of cylinder 2: 3339.0 psi
Compressive strength of cylinder 3: 3168 psi
Compressive strength (to nearest 10 psi): 3220 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 7/9/2021