Summary for Test 2023-06-21-76-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 994090
DEA: 01434804
EFIS: 0100000672
DIST-CO-RTE-PM01-MEN-1-62.0/62.3
Award Date10/21/2022
Closeout DateNot set
Work DescriptionPudding Creek Bridge Widening
Location DescriptionMENDOCINO COUNTY IN FORT BRAGG FROM ELM STREET TO PUDDING CREEK ROAD 421
QA Service Level1 (Verified on 07/11/2022)

Sample Information

Sample Taken Date06/21/2023 Sample Unique Key76
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 testing06/23/2023
Sample typeQuality Assurance A brief description of the sample7.2 Sk Structural (Corrosive)
The quantity of what the sample constitutes 10 CY From where was the sample collectedJob Site
First name of sampler or witnessed byDavid Last name of sampler or witnessed byRivas
Title of samplerStructure Representative Telephone number of sampler7076665838
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namegeoaggregates Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier10-0158
Structure namePudding Creek Bridge

Material Information

Material TypeConcrete The concrete mix design number7-Sk-Structual
The truck number from where the sample was collected09 The batch plant ticket number from where the sample was collected24410
Concrete batch plantGeoaggregates 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 sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-06-21-76
DIME Test ID: 2023-06-21-76-1
Testing Lab: CT D01 - Redwood Valley Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-25

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: David Rivas
Date of test: 07/21/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 93180 lb
Maximum load on cylinder 2: 92250 lb
Maximum load on cylinder 3: 92340 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 7412.9 psi
Compressive strength of cylinder 2: 7338.9 psi
Compressive strength of cylinder 3: 7346.1 psi
Compressive strength (to nearest 10 psi): 7370 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
28-day Break Resultspdf91.74 KB07/25/20232023-06-21-76-1   Info

Test was verified on 7/25/2023