Summary for Test 2024-05-13-20-4

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 993905
DEA: 034H5814
EFIS: 0320000240
DIST-CO-RTE-PM03-SAC-5-27.6/29.5,30.4/34.3
Award Date02/28/2023
Closeout Date06/02/2025
Work DescriptionROADWAY EXCAVATION, PLACE CL2 AB, HMA & RHMA, & MODIFY RAMP METERS.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR SACRAMENTO FROM 0.5 MILES SOUTH OF ARENA BOULEVARD OVERCROSSING TO 0.4 MILES SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILES NORTH OF THE 99/5 INTERCHANGE TO 0.4 MILE SOUTH OF THE YOLO COUNTY LINE
QA Service Level1 (Verified on 06/27/2022)

Sample Information

Sample Taken Date05/13/2024 Sample Unique Key20
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 testing05/13/2024
Sample typeQuality Assurance A brief description of the sampleConcrete Sample/4x8 Cylinders
The quantity of what the sample constitutes6 4x8 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byPhillip Last name of sampler or witnessed byAsher
Title of samplerAssistant Structure Representativee Telephone number of sampler916-768-8293
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex - West Sacramento 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 number1615674
The truck number from where the sample was collected10077250 The batch plant ticket number from where the sample was collected42668574
Concrete batch plantCemex West Sacramento The fabricator/manufacturer designation for the sampleCemex
A detailed description of where the material sample was collectedShovel used to remove sample as it went from the tailgate into the hopper. Where the material sample would have been placed if not sampledArena Blvd Structural Concrete Face
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-05-13-20
DIME Test ID: 2024-05-13-20-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-24

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 06/24/2024
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 65650 lbf
Maximum load on cylinder 2: 67259 lbf
Maximum load on cylinder 3: 71067 lbf
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5172.0 psi
Compressive strength of cylinder 2: 5326.0 psi
Compressive strength of cylinder 3: 5627.0 psi
Compressive strength (to nearest 10 psi): 5380 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3

Test was verified on 6/24/2024