Summary for Test 2022-08-05-44-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 212720
DEA: 07291404
EFIS: 0712000094
DIST-CO-RTE-PM07-LA-1-55-58
Award Date02/18/2021
Closeout DateNot set
Work DescriptionTRANCAS CREEK BRIDGE REPLACEMENT
Location DescriptionIN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date08/05/2022 Sample Unique Key44
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 testing08/05/2022
Sample typeQuality Control A brief description of the sampleVoided Slab
The quantity of what the sample constitutes24CY From where was the sample collectedManufacturer
First name of sampler or witnessed byAlejandro Last name of sampler or witnessed byMoreno
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBethlehem Construction 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 numberSCC-ASH-32_3
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected0009664
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedMIDDLE OF THE LOAD Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-08-05-44
DIME Test ID: 2022-08-05-44-1
Testing Lab: Bethlehem Construction, Incorporated
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-09-20

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Alejandro Orozco
Date of test: 09/02/2022
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 229150 lb
Maximum load on cylinder 2: 220400 lb
Maximum load on cylinder 3: 224210 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 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
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength (to nearest 10 psi): 7940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/20/2022