Summary for Test 2022-01-28-22-6

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214663
DEA: 081F7304
EFIS: 0815000034
DIST-CO-RTE-PM08-SBD-215-2.7
Award DateNot set
Closeout DateNot set
Work DescriptionREPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location DescriptionSAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date01/28/2022 Sample Unique Key22
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 testing01/29/2022
Sample typeQuality Control A brief description of the sampleConcrete
The quantity of what the sample constitutes28 cy From where was the sample collectedFabricator
First name of sampler or witnessed byAugusto Last name of sampler or witnessed byRios
Title of sampler Telephone number of sampler
Laboratory sample identification016 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCoreslab Structures L.A., Inc. 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 number212
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected82507-82508
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedFront Discharge RMT at Bed 9 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-01-28-22
DIME Test ID: 2022-01-28-22-6
Testing Lab: Coreslab
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-02-10

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Augusto Rios, Jr.
Date of test: 02/08/2022
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: 239136 lb
Maximum load on cylinder 2: 250134 lb
Type of fracture pattern of cylinder 1: 3
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: 11 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.2 in^2
Cross sectional area of cylinder 2: 28.2 in^2
Compressive strength (to nearest 10 psi): 8680 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/10/2022