Summary for Test 2023-05-15-101-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date05/15/2023 Sample Unique Key101
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 testing05/19/2023
Sample typeQuality Assurance A brief description of the sampleLaboratory Compression Test
The quantity of what the sample constitutes(3) 4X8 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byJason Last name of sampler or witnessed byCharmberry
Title of samplerAssistant Structure Representative Telephone number of sampler
Laboratory sample identification23-097 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShasta Ready Mix Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameTextured Wall Piles 193-183

Material Information

Material TypeConcrete The concrete mix design numberCT-67SSLA50
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected0000000
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedTextured Wall pile 193- plie 183 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-05-15-101
DIME Test ID: 2023-05-15-101-1
Testing Lab: CT HQ - Sacramento Materials Management Branch Field Office
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-06-28

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Alexis Corona
Date of test: 06/13/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 50000 lb
Maximum load on cylinder 2: 50000 lb
Maximum load on cylinder 3: 50000 lb
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
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 3977.7 psi
Compressive strength of cylinder 2: 3977.7 psi
Compressive strength of cylinder 3: 3977.7 psi
Compressive strength (to nearest 10 psi): 3980 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2023