Summary for Test 2021-07-07-29-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213099
DEA: 041A6614
EFIS: 0415000291
COOP: 042683A1
DIST-CO-RTE-PM04-MRN-101-8.4
Award Date11/30/2020
Closeout Date12/12/2023
Work DescriptionCONSTRUCTION ON STATE HIGHWAY IN MARIN COUNTY IN LARKSPUR
Location DescriptionNot set
QA Service Level1 (Verified on 11/06/2020)

Sample Information

Sample Taken Date07/07/2021 Sample Unique Key29
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/06/2021
Sample typeQuality Assurance A brief description of the sample 4 x 8" Cylinders
The quantity of what the sample constitutes24 cy From where was the sample collectedJob Site
First name of sampler or witnessed byHla Last name of sampler or witnessed byKy
Title of samplerAssistant SR Telephone number of sampler510-385-6764
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameCIDH F31

Material Information

Material TypeConcrete The concrete mix design numberSL-3172CE
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledCIDH F31
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-07-07-29
DIME Test ID: 2021-07-07-29-1
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: 2021-08-09

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: 08/09/2021
Capped in accordance with?: ASTM C617/CTM521
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: 108606 lbf
Maximum load on cylinder 2: 116832 lbf
Maximum load on cylinder 3: 102361 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: 33 days
Age of specimen in hours: no data
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: 8643.0 psi
Compressive strength of cylinder 2: 9297.0 psi
Compressive strength of cylinder 3: 8146 psi
Compressive strength (to nearest 10 psi): 8700 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 8/9/2021