Summary for Test 2024-08-01-124-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 1594
DEA: 040A1304
DIST-CO-RTE-PM04-SCL-85,237-R35.4/R38.0,R0.0
Award Date09/08/2006
Closeout Date06/08/2011
Work DescriptionPLANTING AND IRRIGATION
Location DescriptionIN SANTA CLARA COUNTY INMOUNTAIN VIEW AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/03/2011)

Sample Information

Sample Taken Date08/01/2024 Sample Unique Key124
Date that the sample was received by the laboratory/organization performing the testing08/02/2024 Sample typeQuality Control
A brief description of the sampleconcrete The quantity of what the sample constitutes20
From where was the sample collectedJob Site First name of sampler or witnessed byJordan
Last name of sampler or witnessed byCannon Title of samplerField Technician
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShamrock
Transportation Laboratory (TL) Number 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 number590CR2
The truck number from where the sample was collected57 The batch plant ticket number from where the sample was collected305383
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedback of truck Where the material sample would have been placed if not sampledconcrete
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-08-01-124
DIME Test ID: 2024-08-01-124-1
Testing Lab: Pavement Engineers
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-08-26

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 08/08/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Maximum load on cylinder 1: 55250 lb
Maximum load on cylinder 2: 55215 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Compressive strength (to nearest 10 psi): 4350 psi
Serial number of delivery ticket, if available: 305383
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2024 ✔