Summary for Test 2022-12-06-11-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 215304
DEA: 010E0814
EFIS: 0118000172
DIST-CO-RTE-PM01-LAK-20,29,175-Var
Award Date09/20/2021
Closeout DateNot set
Work DescriptionReplace & widen bridges
Location DescriptionLAKE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 11/04/2020)

Sample Information

Sample Taken Date12/06/2022 Sample Unique Key11
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 testing12/10/2022
Sample typeQuality Assurance A brief description of the sample4x8 UHPC Cylinders
The quantity of what the sample constitutes16 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byRMA Last name of sampler or witnessed byGroup
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameKelsey Creek Bridge Production

Material Information

Material TypeConcrete The concrete mix design numberJS1000
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedJS1000
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedMixer Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-12-06-11
DIME Test ID: 2022-12-06-11-3
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: 2022-12-13

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/13/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 314455 lb
Maximum load on cylinder 2: 287972 lb
Maximum load on cylinder 3: 258781 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 24643.8 psi
Compressive strength of cylinder 2: 22568.3 psi
Compressive strength of cylinder 3: 20280.6 psi
Compressive strength (to nearest 10 psi): 22500 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/13/2022