Summary for Test 2020-10-06-23-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 214465
DEA: 081E5704
EFIS: 0814000051
DIST-CO-RTE-PM08-RIV-10-27.7
Award Date12/26/2019
Closeout Date09/15/2021
Work DescriptionPLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location DescriptionRIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
QA Service Level1 (Verified on 02/28/2020)

Sample Information

Sample Taken Date10/06/2020 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing10/07/2020 Sample typeQuality Assurance
A brief description of the sample6x12 The quantity of what the sample constitutes2
From where was the sample collectedJob Site First name of sampler or witnessed bysaad
Last name of sampler or witnessed byarari Title of samplerStructure Representative
Telephone number of sampler Laboratory sample identification1016-71
Linked DIME Sample ID The fabricator/manufacturer/facility namecemex
Transportation Laboratory (TL) Number178671 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numbernp
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectednp
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedon site Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2020-10-06-23
DIME Test ID: 2020-10-06-23-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-11-06

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 11/03/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 176900 lb
Maximum load on cylinder 2: 175320 lb
Type of fracture pattern of cylinder 1: 1
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6257.5 psi
Compressive strength of cylinder 2: 6201.6 psi
Compressive strength (to nearest 10 psi): 6230 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/6/2020 ✔