Summary for Test 2021-03-13-8-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214700 DEA: 030F2804 EFIS: 0312000069 |
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DIST-CO-RTE-PM | 03-SAC-99-7.1/9.4 |
Award Date | 01/21/2021 |
Closeout Date | 08/21/2023 |
Work Description | Dillard Overcrossing and McConnel Overhead |
Location Description | Hwy 99, Elk Grove, CA |
QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
Sample Taken Date | 03/13/2021 | Sample Unique Key | 8 |
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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 | 03/16/2021 |
Sample type | Quality Assurance | A brief description of the sample | 3x6 Cellular Concrete |
The quantity of what the sample constitutes | 4 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Sandvole |
Title of sampler | Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite | Transportation Laboratory (TL) Number | 206508 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Under Rail Road Track Rte 99 SB |
Material Information
Material Type | Concrete | The concrete mix design number | CellCrete |
---|---|---|---|
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 | Unknown | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-03-13-8
DIME Test ID: 2021-03-13-8-1
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: 2021-04-20
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 04/19/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 3.00 in
Maximum load on cylinder 1: 844 lb
Maximum load on cylinder 2: 699 lb
Maximum load on cylinder 3: 820 lb
Maximum load on cylinder 4: 676 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
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
Age of specimen: 37 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.07 in^2
Compressive strength of cylinder 1: 119.4 psi
Compressive strength of cylinder 2: 98.9 psi
Compressive strength of cylinder 3: 116 psi
Compressive strength of cylinder 4: 95.6 psi
Compressive strength (to nearest 10 psi): 110 psi
General comments (publicly viewable) (Max 1000 characters): Tested to ASTM C495, not ASTM C39-17.
Test was verified on 4/20/2021 ✔