Summary for Test 2023-07-12-70-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 214998
DEA: 044H0504
EFIS: 0413000080
DIST-CO-RTE-PM04-SON-12-25.8-33.3
Award Date07/29/2022
Closeout Date10/12/2026
Work DescriptionBRIDGE SCOUR MITIGATION
Location DescriptionSONOMA COUNTY NEAR SANTA ROSA AT SONOMA CREEK BRIDGE AND AT HOOKER CREEK BRIDGE
QA Service Level1 (Verified on 09/10/2020)

Sample Information

Sample Taken Date07/12/2023 Sample Unique Key70
Date that the sample was received by the laboratory/organization performing the testing07/13/2023 Sample typeQuality Control
A brief description of the sampleconcrete The quantity of what the sample constitutes9 CY
From where was the sample collectedJob Site First name of sampler or witnessed byZoe
Last name of sampler or witnessed bySmith Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShamrock Materials Inc
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 numberD67112P1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected383796
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCHUTE OF TRUCK Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-07-12-70
DIME Test ID: 2023-07-12-70-1
Testing Lab: Ghilotti Construction Company
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-01-03

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Raymond Downes
Date of test: 07/19/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 89070 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 7 days
Age of specimen in hours: no data
Compressive strength of cylinder (to nearest 10 psi): 7090 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/3/2024 ✔