Summary for Test 2021-05-20-37-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214909
DEA: 120N8604
EFIS: 1214000123
DIST-CO-RTE-PM12-ORA-73-23.7/24.1
Award Date06/25/2020
Closeout DateNot set
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
QA Service Level1 (Verified on 07/21/2020)

Sample Information

Sample Taken Date05/20/2021 Sample Unique Key37
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 testing05/21/2021
Sample typeQuality Control A brief description of the sampleCIP
The quantity of what the sample constitutesBetween 0-100 CY From where was the sample collectedJob Site
First name of sampler or witnessed byJerrod Last name of sampler or witnessed byWilliams
Title of sampler Telephone number of sampler7149746316
Laboratory sample identificationC052021-100 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson's Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberSC675B38
The truck number from where the sample was collected1732 The batch plant ticket number from where the sample was collected6136684
Concrete batch plant The fabricator/manufacturer designation for the sampleSC675B38
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: 2021-05-20-37
DIME Test ID: 2021-05-20-37-1
Testing Lab: Sequoia Consultants
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-02-18

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Clay Morris
Date of test: 06/17/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 120510 lb
Maximum load on cylinder 2: 120510 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 0 hours
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):4160 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/18/2022