Summary for Test 2023-11-06-14-7

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 994239
DEA: 010H0214
EFIS: 0118000107
DIST-CO-RTE-PM01-HUM-169-19.0/33.0
Award Date12/07/2022
Closeout DateNot set
Work DescriptionCappell Walls
Location DescriptionHUMBOLDT COUNTY NEAR PECWAN FROM 3.4 MILES WEST OF CAPPELL CREEK BRIDGE TO 0.4 MILE EAST OF WEITCHPEC SCHOOL ROAD (Description of Work: Construct Soldier Pile Wall, Install Drainage, Place HMA (Type A))
QA Service Level1 (Verified on 09/22/2022)

Sample Information

Sample Taken Date11/06/2023 Sample Unique Key14
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 testing11/06/2023
Sample typeQuality Control A brief description of the sampleConcrete Test Samples
The quantity of what the sample constitutes9- 4X8 Cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byDonald Last name of sampler or witnessed byJuneman
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePrecast Unlimited 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 numberPC65A0E1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected34465
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBack of Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-11-06-14
DIME Test ID: 2023-11-06-14-7
Testing Lab: Universal Precast Concrete - Redding
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-12-08

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Donald Juneman
Date of test: 12/04/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.5 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 61844 lb
Maximum load on cylinder 2: 61219 lb
Maximum load on cylinder 3: 61467 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 4890 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/8/2023