Summary for Test 2022-07-06-16-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214681 DEA: 021H5104 EFIS: 0216000148 |
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DIST-CO-RTE-PM | 02-TEH-99-9.0/9.3 |
Award Date | 11/04/2021 |
Closeout Date | 08/14/2023 |
Work Description | CHAMPLIN SLOUGH |
Location Description | REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 07/06/2022 | Sample Unique Key | 16 |
---|---|---|---|
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 testing | 07/07/2022 |
Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
The quantity of what the sample constitutes | 10 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | RMA | Last name of sampler or witnessed by | Group |
Title of sampler | QC Lab | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Viking Construction Company | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | JS 1212 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Mixer | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-07-06-16
DIME Test ID: 2022-07-06-16-2
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: 2022-09-08
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 08/31/2022
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 3.02 in
Average diameter of cylinder 2: 3.02 in
Average diameter of cylinder 3: 3.03 in
Average diameter of cylinder 4: 3.03 in
Average diameter of cylinder 5: 3.04 in
Maximum load on cylinder 1: 160525 lb
Maximum load on cylinder 2: 176223 lb
Maximum load on cylinder 3: 136678 lb
Maximum load on cylinder 4: 144198 lb
Maximum load on cylinder 5: 155450 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
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Age of specimen: 56 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.16 in^2
Cross sectional area of cylinder 2: 7.16 in^2
Cross sectional area of cylinder 3: 7.21 in^2
Cross sectional area of cylinder 4: 7.21 in^2
Cross sectional area of cylinder 5: 7.26 in^2
Compressive strength of cylinder 1: 22,419.7 psi
Compressive strength of cylinder 2: 24,612.2 psi
Compressive strength of cylinder 3: 18,956.7 psi
Compressive strength of cylinder 4: 19,999.7 psi
Compressive strength of cylinder 5: 21,411.8 psi
Compressive strength (to nearest 10 psi): 21480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2022 ✔