Summary for Test 2021-08-31-37-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 213764
DEA: 080F0304
EFIS: 0800020358
DIST-CO-RTE-PM08-SBD-60-R0.7/R3.0
Award Date03/07/2019
Closeout Date07/27/2023
Work DescriptionREMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60
Location DescriptionIN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING
QA Service Level1 (Verified on 05/01/2019)

Sample Information

Sample Taken Date08/31/2021 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 testing09/07/2021
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byVictor Last name of sampler or witnessed byWami
Title of sampler Telephone number of sampler
Laboratory sample identification1003-831 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons Transportation Laboratory (TL) Number1003-831
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberRRM17052
The truck number from where the sample was collected1866 The batch plant ticket number from where the sample was collected6400076
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSite Where the material sample would have been placed if not sampledMonte Vista Ave OC Fiber Reinforced Bridge Deck
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-08-31-37
DIME Test ID: 2021-08-31-37-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: 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: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 09/10/2021
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 130010 lb
Maximum load on cylinder 2: 129190 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 10 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4628.3 psi
Compressive strength of cylinder 2: 4599.1 psi
Compressive strength (to nearest 10 psi): 4610 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/10/2021