Summary for Test 2024-05-22-67-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 994309
DEA: 033H5404
EFIS: 0318000012
DIST-CO-RTE-PM03-BUT-70-46.0/47.0
Award Date02/10/2023
Closeout DateNot set
Work DescriptionRAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location DescriptionBUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date05/22/2024 Sample Unique Key67
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 testing05/23/2024
Sample typeAcceptance A brief description of the sampleconcrete
The quantity of what the sample constitutes18 CY From where was the sample collectedJob Site
First name of sampler or witnessed byNicholas Last name of sampler or witnessed byMcLean
Title of samplerAssistant Structures Representative Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction, Shasta Redi-Mix, Redding, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePulga Wall 1

Material Information

Material TypeConcrete The concrete mix design numberCT-675SLA50
The truck number from where the sample was collected86 The batch plant ticket number from where the sample was collected83296
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 sampledPiles 102, 104, 106, 108, 110
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-05-22-67
DIME Test ID: 2024-05-22-67-1
Testing Lab: CT D03 - Chico Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-19

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brad McKeehan
Date of test: 06/19/2024
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 62860 lb
Maximum load on cylinder 2: 63450 lb
Maximum load on cylinder 3: 61300 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: 0 hours
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: 5000.8 psi
Compressive strength of cylinder 2: 5047.7 psi
Compressive strength of cylinder 3: 4876.7 psi
Compressive strength (to nearest 10 psi): 4980 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/19/2024