Summary for Test 2021-04-29-12-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 214837
DEA: 031E0504
EFIS: 0300020600
DIST-CO-RTE-PM03-PLA-80-31.5/36.9
Award Date06/04/2020
Closeout Date09/27/2021
Work DescriptionREPLACE CULVERT AND DRAINAGE SYSTEM.
Location DescriptionPLACER COUNTY FROM WEST OF ILLINOIS TOWN OVERCROSSING TO EAST OF CAPE HORN UNDERCROSSING
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date04/29/2021 Sample Unique Key12
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 testing04/30/2021
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes1 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byJacob Last name of sampler or witnessed byCowley
Title of samplerARE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameLamassu Transportation Laboratory (TL) Number204407
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameLining and Cementitious Culvert

Material Information

Material TypeConcrete The concrete mix design numberUnknown
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 collectedJobsite Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-04-29-12
DIME Test ID: 2021-04-29-12-1
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: 2021-05-28

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 05/27/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.02 in
Average diameter of cylinder 2: 3.02 in
Maximum load on cylinder 1: 69481 lb
Maximum load on cylinder 2: 69101 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.16 in^2
Cross sectional area of cylinder 2: 7.16 in^2
Compressive strength of cylinder 1: 9704.1 psi
Compressive strength of cylinder 2: 9651.0 psi
Compressive strength (to nearest 10 psi):9680 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/28/2021