Summary for Test 2021-08-27-11-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Award DateNot set
Closeout DateNot set
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date08/27/2021 Sample Unique Key11
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 testing08/30/2021
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes3 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byJ Last name of sampler or witnessed byLee
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePan Pacific Transportation Laboratory (TL) Number197325
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameOP 2 and 4 Bent Cap

Material Information

Material TypeConcrete The concrete mix design number547
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 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-08-27-11
DIME Test ID: 2021-08-27-11-1
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: 2021-09-10

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: 09/10/2021
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: 65627 lbf
Maximum load on cylinder 2: 67905 lbf
Maximum load on cylinder 3: 64130 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: 14 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: 5222.0 psi
Compressive strength of cylinder 2: 5404.0 psi
Compressive strength of cylinder 3: 5103 psi
Compressive strength (to nearest 10 psi):5240 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 9/10/2021