Summary for Test 2024-06-06-67-4

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 995202
DEA: 033H6104
EFIS: 0318000019
DIST-CO-RTE-PM03-PLA-80-42.7/49.3
Award Date02/15/2024
Closeout DateNot set
Work DescriptionRDWY EXC, HMA, JPCP, ALT PIPELINER, STEEL SOLDIER PILE, MOD LTG SYSTEM
Location DescriptionPLACER COUNTY ABOUT 9.4 MILES NORTH OF COLFAX FROM 0.5 MILE WEST OF MONTE VISTA OVERCROSSING TO 0.3 MILE EAST OF DRUM FOREBAY OVERCROSSING
QA Service Level1 (Verified on 11/13/2023)

Sample Information

Sample Taken Date06/06/2024 Sample Unique Key67
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/06/2024
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutesDate's Production From where was the sample collectedManufacturer
First name of sampler or witnessed byLucas Last name of sampler or witnessed bySaephan
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRinker Materials 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 numbermix5
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2-12836
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBesser Hopper Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-06-06-67
DIME Test ID: 2024-06-06-67-4
Testing Lab: Rinker Materials
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-27

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Lucas Saephan
Date of test: 06/13/2024
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 75085 lb
Maximum load on cylinder 2: 69375 lb
Maximum load on cylinder 3: 70130 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 2
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: 7 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 (to nearest 10 psi): 5690 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2024