Summary for Test 2022-09-08-68-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 993150
DEA: 051G9704
EFIS: 0516000008
DIST-CO-RTE-PM05-SB-135-11.7/17.8
Award Date09/27/2021
Closeout Date03/28/2023
Work DescriptionCOLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
QA Service Level1 (Verified on 08/09/2021)

Sample Information

Sample Taken Date09/08/2022 Sample Unique Key68
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 testing09/09/2022
Sample typeQuality Assurance A brief description of the sample3 4x8 cylinders
The quantity of what the sample constitutes10 CY From where was the sample collectedJob Site
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byGleffe
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalportland Donovan Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number590GN1010
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNA
Concrete batch plantCalportland Donovan The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDischarge from BACK OF concrete truck CHUTE into wheelbarrow. Where the material sample would have been placed if not sampledBarrier Footing
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-09-08-68
DIME Test ID: 2022-09-08-68-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-11-01

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 10/20/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 46453 lb
Maximum load on cylinder 2: 58261 lb
Maximum load on cylinder 3: 54167 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 42 days
Age of specimen in hours: 1008 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength (to nearest 10 psi): 4200 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/1/2022