Summary for Test 2023-08-21-38-2

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 DateNot set
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 Date08/21/2023 Sample Unique Key38
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/28/2023
Sample typeQuality Control A brief description of the sampleAbut 2. Pile 6 & 8
The quantity of what the sample constitutes18 From where was the sample collectedJob Site
First name of sampler or witnessed bySayed Last name of sampler or witnessed byBanouri
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Concrete 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 numberD67112P1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected415747
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSample taken from the chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-08-21-38
DIME Test ID: 2023-08-21-38-2
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: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Raymond Downes
Date of test: 09/18/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 96020 lb
Maximum load on cylinder 2: 99230 lb
Maximum load on cylinder 3: 97270 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.6 in^2
Cross sectional area of cylinder 2: 12.6 in^2
Cross sectional area of cylinder 3: 12.6 in^2
Compressive strength (to nearest 10 psi): 7760 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/3/2024