Summary for Test 2021-06-19-1-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214795 DEA: 030H3424 EFIS: 0317000153 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-22.6 |
| Award Date | 11/13/2020 |
| Closeout Date | 03/03/2022 |
| Work Description | REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER. |
| Location Description | SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 03/12/2020) |
Sample Information
| Sample Taken Date | 06/19/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/19/2021 |
| Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
| The quantity of what the sample constitutes | 11 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | Miller |
| Title of sampler | RE | Telephone number of sampler | 916-505-6839 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Bridgeway | Transportation Laboratory (TL) Number | 78829 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | SB Outside 2 Joints at Shoulder |
Material Information
| Material Type | Concrete | The concrete mix design number | JS1212 |
|---|---|---|---|
| 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
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DIME Sample ID: 2021-06-19-1
DIME Test ID: 2021-06-19-1-2
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: 2021-08-14
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: 08/14/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Average diameter of cylinder 4: 3.01 in
Average diameter of cylinder 5: 3.01 in
Maximum load on cylinder 1: 167259 lb
Maximum load on cylinder 2: 165980 lb
Maximum load on cylinder 3: 174859 lb
Maximum load on cylinder 4: 165124 lb
Maximum load on cylinder 5: 178290 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 56 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Cross sectional area of cylinder 4: 7.12 in^2
Cross sectional area of cylinder 5: 7.12 in^2
Compressive strength of cylinder 1: 23491.4 psi
Compressive strength of cylinder 2: 23311.8 psi
Compressive strength of cylinder 3: 24558.8 psi
Compressive strength of cylinder 4: 23191.6 psi
Compressive strength of cylinder 5: 25040.7 psi
Compressive strength (to nearest 10 psi): 23920 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2021 ✔