Summary for Test 2020-12-18-3-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 214873
DEA: 010F3104
EFIS: 0115000108
DIST-CO-RTE-PM01-DN-101-39.8
Award Date05/28/2020
Closeout Date10/07/2022
Work DescriptionREMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE.
Location DescriptionDEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK
QA Service Level1 (Verified on 06/04/2020)

Sample Information

Sample Taken Date12/18/2020 Sample Unique Key3
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 testing12/21/2020
Sample typeQuality Assurance A brief description of the sample3x6 UHPC Cylinders
The quantity of what the sample constitutes16 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byLafarge Last name of sampler or witnessed byRepresentative
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMcCullough Construction Inc Transportation Laboratory (TL) Number926080
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

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

Test Details

DIME Sample ID: 2020-12-18-3
DIME Test ID: 2020-12-18-3-1
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: 2020-12-24

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/22/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 2.98 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.01 in
Maximum load on cylinder 1: 10155 lb
Maximum load on cylinder 2: 100000 lb
Maximum load on cylinder 3: 106014 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: 4 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 6.97 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Compressive strength of cylinder 1: 1457.0 psi
Compressive strength of cylinder 2: 14144.3 psi
Compressive strength of cylinder 3: 14889.6 psi
Compressive strength (to nearest 10 psi): 10160 psi
General comments (publicly viewable) (Max 1000 characters): Specimen 2 broke outside the acceptance range and was not included in the average. The corrected average strength of the two specimens is 14730 psi.

Test was verified on 12/24/2020