Summary for Test 2022-07-13-72-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 993440
DEA: 060H1404
EFIS: 0616000194
DIST-CO-RTE-PM06-TUL-190-34.7/39.4
Award Date02/11/2022
Closeout Date05/10/2023
Work DescriptionREMOVE AND REPLACE DRAINAGE SYSTEMS.
Location DescriptionTULARE COUNTY NEAR SPRINGVILLE AT VARIOUS LOCATIONS FROM 2.4 MILES EAST OF BALCH PARK ROAD TO 0.6 MILE WEST OF WISHON ROAD
QA Service Level1 (Verified on 12/09/2021)

Sample Information

Sample Taken Date07/13/2022 Sample Unique Key72
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 testing07/20/2022
Sample typeQuality Control A brief description of the sample3 Cylinders
The quantity of what the sample constitutes5 CY From where was the sample collectedFabricator
First name of sampler or witnessed byBrian Last name of sampler or witnessed byFoley
Title of sampler Telephone number of sampler6618334490
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameStructureCast 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 number06-0H1404
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected6689
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCasting Bed Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-07-13-72
DIME Test ID: 2022-07-13-72-1
Testing Lab: Structure Cast
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-08-08

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Brian Foley
Date of test: 07/20/2022
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 167075 lb
Maximum load on cylinder 2: 160008 lb
Maximum load on cylinder 3: 194497 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 6 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength (to nearest 10 psi): 6150 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/8/2022