Summary for Test 2021-07-12-48-1

Test performed: ASTM C39-21
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project IdentifiersProject ID: 215126
DEA: 010G33U4
EFIS: 0120000002
DIST-CO-RTE-PM01-LAK-20-5.1/6.3
Award Date11/19/2020
Closeout Date10/07/2022
Work DescriptionWiden shoulders and replace bridge with box culvert.
Location DescriptionLAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
QA Service Level1 (Verified on 08/26/2020)

Sample Information

Sample Taken Date07/12/2021 Sample Unique Key48
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 testing07/12/2021
Sample typeQuality Control A brief description of the sampleconc. cylinder
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byDan Last name of sampler or witnessed byWeippert
Title of samplerQC Manager Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameUniversal Precast 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 numberPC65A0E2
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected000551
Concrete batch plant 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: 2021-07-12-48
DIME Test ID: 2021-07-12-48-1
Testing Lab: Universal Precast Concrete - Redding
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-08-09

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Boak
Date of test: 08/09/2021
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 29 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 148245 lb
Maximum load on cylinder 2: 146775 lb
Maximum load on cylinder 3: 143780 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength (to nearest 10 psi): 5190 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2021

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.